NCD980840409_19930301_Charles Macon Lagoon & Drum_FRBCERCLA CR_Preliminary Closeout Report-OCR

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5-CANNED
FEB 2 3 2017
N.C. Superfund Section
PRELIMINARY CLOSEOUT REPORT
CHEMTRONICS CERCLA SITE REMEDIAL ACTION
Swannanoa, North Carolina 28778
MARCH 1993
AR 2 4 i99
~L.St.i"u
ltPA -REGION IV
1-l.TI.AN'!A, GJ.
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1.0
2.0
3.0
4.0
TABLE OF CONTENTS
Executive Summary
Introduction and Background
Chronological Summary of Remediation Activities
Groundwater Remediation Activities
Quality Management
Figures
Tables
Figure 3.1
Figure 3.2
Table 3-1
Table 3-2
Table 3-3
Table 3-4
Appendices
A
B
C
D
E
F
G
Front Valley Well Locations
Back Valley Well Locations
Piezometer and Monitoring Well Construction Details
Extraction Well Construction Details
Piezometer and Monitoring Well Development Summary
Well Abandonment Summary
Remedial Action Participants
Data and Documents
Chronological Logs; Disposal Areas
Geologic Logs
Well Installation Details
Handwritten Documentation
Site Maps and As-Built Drawings
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EXECUTIVE SUMMARY
The Remedial Action Construction phase of the Chemtronics CERCLA Site Remediation near
Swannanoa, North Carolina began in January of 1992 and ended in December of 1992. The
remedial action was conducted essentially in accordance with the CERCLA Final Design
Specifications dated July 1991, as approved by the United States Environmental Protection
Agency (EPA) and reviewed by the North Carolina Department of Health, Environment and
Natural Resources (NCDEHNR). The site remediation included both source control and
installation of a groundwater interception, extraction and treatment system. The source control
method specified in the design consisted of six low permeability composite caps. These were
to cover twenty-three individual disposal areas that had been identified and grouped into six
discrete source areas during the RI/FS phase. Exceptional weather in February and July allowed
significant progress, to balance delays caused by bad weather in March, June and August. The
groundwater remediation phase at the site incmporated existing wells and added seventeen
piezometers, nine monitoring wells and eleven extraction wells, as well as two groundwater
treatment systems. Drilling began January 23, 1992 and was completed July 12, 1992. The two
groundwater treatment systems were housed in separate steel buildings due to site topography,
and due to treatment requirements. Both systenis use air strippers to remove volatile organic
compounds, but the Front Valley system also includes carbon adsoI]Jtion for semi-volatiles and
the Back Valley system includes caustic injection for pH control. Both systems discharge to a
metering manhole, and then to a Metropolitan Sewer District sewer for further treatment of the
effluent at a publicly owned treatment works (P01W).
Construction of the six disposal area caps and the groundwater treatment systems was essentially
complete in November of 1992. The caps are currently functioning as designed. However, the
protective vegetative cover was established very late in the growing season, and will be
evaluated and touched up, as needed, in the spring. The groundwater treatment is currently in
the First Year O & M (operation and maintenance) phase, during which flow rates and treatment
procedures will be evaluated and optimized.
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1.0 INTRODUCTION AND BACKGROUND
1.1 INTRODUCTION
The putpose of this report is to describe the remedial construction activities that were performed
in compliance with an Enforcement Record of Decision (ROD) issued by the Regional
Administrator, EPA-Region IV, pertaining to the Chemtronics CERCLA Site, on April 5, 1988,
as amended April 26, 1989 .. The ROD, along with a Unilateral Administrative Order dated
March 22, 1989, outlined the requirements for remediation of waste disposal areas on the Site.
These requirements were based on the findings of the Remedial Investigation of April 1987,
supplemental groundwater data in October 1987, the Feasibility Study of March 1988, and public
comments. The designated remedies included source control by capping of disposal areas, and
installation of groundwater interception, extraction and treatment systems downgradient of the
disposal areas.
1.2 BACKGROUND INFORMATION
The Chemtronics site occupies approximately 1,027 acres of rural land in Buncombe County,
North Carolina, near the town of Swannanoa. The site can be divided into two geographical
subsections known as the Front Valley and the Back Valley, which is also known as Gregg
Valley. The property was first developed as an industrial facility in 1952 and has been
owned/operated by several coiporations since that time. The primary products manufactured on
site were explosives, incapacitating agents and chemical intermediates. Chemical wastes were
disposed in buried drums, open trenches and a drainfield.
Twenty-three individual disposal areas have been identified and grouped into six discrete source
areas requiring remediation. These source areas are designated as disposal areas DA-6, DA-7/8,
DA-9, DA-10/11, DA-23 and the Acid Pits Area. Disposal Area-23 and DA-10/11 are located
in the Front Valley, and the remaining units are in the Back Valley. A portion of DA-23
consisted of a lined 500,000 gallon biolagoon, which was operated post-1980. Therefore, the
biolagoon falls under the provisions of the Resource, Conservation & Recovery Act (RCRA)
programs of EPA and the North Carolina Department of Environment, Health, and Natural
Resources. The amendment to the ROD dated April 26, 1989 specifically addressed satisfying
the RCRA requirements for the biolagoon in the CERCLA remedial action. In addition, a letter
from NCDEHNR to EPA-Region IV deferred all groundwater enforcement action for the noted
site to CERCLA authority (Meyer to Guinyard, December 14, 1990, Appendix B to this report).
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2.0 CHRONOLOGICAL SUMMARY OF REMEDIATION ACTIVITIES
2.1 GENERAL
The Remedial Action Construction phase of the Chemtronics Site Remediation began in January
of 1992 and ended in December of 1992. The initial activities involved establishment of on-site
office facilities, and 24-hour site-specific "Hazardous Waste Operations and Emergency
Response" training for all personnel. Those activities were followed by construction of a
decontamination pad in the Front Valley, and commencement of piezometer and well drilling
activities, also in the Front Valley. The general month-to-month chronology of key remediation
activities at the site is presented in the following paragraphs, and unit-specific summary logs are
presented in Appendix C to this report.
January 1992: Completed 24-hour site-specific Health and Safety training for 62 personnel,
drilled and installed three piezometers in the P-1 cluster in the Front Valley, and began
clearing brush and trees from the Acid Pits Area. Also completed a decon pad in DA-23
for decontaminating heavy equipment, transferred rainwater from the neutralization
lagoon to the biolagoon at DA-23, and breached the HOPE liner in the neutralization
lagoon to check for VOCs and flammables.
February 1992: Exceptional weather allowed significant progress in February. Developed the
piezometers in the P-1 cluster and completed installation of the MW-1 monitoring well
cluster in the Front Valley. Removed and cut into sections the HOPE liner from the
neutralization lagoon, cleaned it and placed the sections in a roll-off container for off-site
disposal at a later date.
The Erosion Control Permit was received from Buncombe County, allowing clearing and
earth moving activities to proceed. Constructed a "pioneer" type access road to the Back
Valley well locations and completed clearing and chipping the Acid Pits Area, DA-9, and
DA-7/8. Completed clearing Borrow Area #2, began clearing Borrow Area #I, and
began clearing and chipping DA-6 and DA-10/11.
Abandoned wells BW-10, SW-10, X-4D and BW-9, and drained the Front Valley pond.
Began well-drilling operations in the Back Valley; completed drilling P-2S, P-3, P-5S,
P-6 and the saprolite portion of P-7B, and began drilling P-4B and P-7D.
March 1992: Completed clearing and chipping on DA-10/11 and DA-6 and clearing Borrow
Area #I, and began placing common fill on the eastern portion of the Acid Pits Area.
Completed the Back Valley piezometers, including a replacement for P-2S, which was
found to be defective during development. Monitoring wells MW-21, MW-3S, MW-3D,
MW-4B, and MW-5S, and the saprolite portions ofMW-2B and MW-3B were completed
in March. Completion of the bedrock portions of MW-2B and MW-3B, and
commencement of extraction well drilling were delayed due to mechanic21 breakdown of
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the air-rotary drill rig.
Due to shallow bedrock and following consultation with Jon Bornholm of EPA Region
IV, the two proposed saprolite wells, MW-2S .and MW-2D, were replaced by a single
monitoring well, MW-2D. Well abandonment activities continued as two scheduled
wells, X-1 and X-4S, were abandoned along with 12 standpipe piezometers from the RI
and RD phases.
Confinnation water samples were collected from the biolagoon and submitted to a
laboratory for EPA Method 624 analysis. The water was mildly acidic, but no volatile
organic compounds were detected. The pH was adjusted to 6.5 so the water could be
used for moisture control of compacted fill and for dust control along site haul roads.
Completed 24-hour site-specific Health and Safety training for 20 additional personnel.
April 1992: The initial lift of common fill was placed over DA-6, DA-7/8, DA-9 and DA-
10/11, along with most of the Acid Pits Area. A portion of the Acid Pits Area was left
open for disposal of drill cuttings and decontamination fluids. The northeast boundary
of DA-7 /8 was extended about 24 feet, following discovery of some packaging materials
in the buffer zone. The replacement culvert was completed beneath the road between
DA-9 and DA-7/8.
Sieve analyses were perfonned on soil samples from completed wells, and filter pack and
screen design completed for the extraction wells. Two additional RI piezometers were
abandoned, and concrete pads and protective casings were installed at existing monitoring
wells and background wells.
May 1992: The Quality Assurance/Quality Control Plan for cap construction was approved by
the EPA on May 5, 1992. The initial lift of common fill was compacted on all disposal
areas, except for the decon pad portion of the Acid Pits Area, and low penneability fill
was placed on DA-6 and DA-9. The areas where common fill was complete were no
longer designated as exclusion zones requiring Level C PPE. Common fill placement
continued on all disposal areas, except DA-23.
The biolagoon was drained and the liner removed in sections. The liner segments were
cleaned with a pressure washer and placed in roll-off shipping containers pending test
results. The leachate detection system beneath the biolagoon was grouted, and the sewer
line from Building 117 was rerouted around the cap at DA-23.
Contractor submittals were approved for electrical, data acquisition and the steel building
contractors. More suitable locations were negotiated with the current operating
contractor for the groundwater treatment buildings and site preparation initiated. Utility
trenching and road crossings essentially completed in the Front Valley with the pressure
main and electrical conduit installed. Completed the tap to the MSD manhole and
installed the stilling manhole and the metering manhole.
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June 1992: Drilling activities were nearly completed in June with EW-3 drilled to bedrock on
June 30. Began step drawdown tests in the extraction wells.
Earth moving activities were rained out from June 4 through June 16, 1992.
· Decommissioned the Front Valley decon pad and began clearing, chipping and grading
at DA-23. Began placing and compacting common fill on DA-23 and completed the low
permeability soil layers on DA-7/8, DA-9 and DA-10/11.
Completed utility trenching and road crossings from the Back Valley wells to the Back
Valley treatment building location. Completed piping and electrical conduit from the
Front Valley treatment building to the metering manhole, and began trenching from the
metering manhole toward the Back Valley treatment building.
July 1992: Completed all scheduled drilling activities in July by installing the screen in saprolite
and drilling the open hole in bedrock in EW-3. Completed developing and specific
capacity testing of all extraction wells. Completed site preparation at both treatment
building locations, and poured footers for the Back Valley building.
Completed common fill and the low permeability soil layer on DA-23. Placed common
fill on the decontamination pad area of the Acid Pits Area following completion of
drilling activities in the Back Valley. Completed common fill and the low permeability
soil layers on all disposal areas except the Acid Pits Area in July.
Accepted delivery of liner materials on July 13, 1992. QA/QC personnel inventoried and
sampled HOPE liner and submitted samples for laboratory conformance testing.
Prepared the surface of the low permeability layer on each cap by roto-tilling, moisture
conditioning, and recompacting with a smooth-drum vibratory roller to eliminate
desiccation cracks. Completed liner installation on DA-6, DA-9, DA-10/11, DA-23 and
DA-7 /8 in July. The cap limits were extended on DA-I 0/ 11 and DA-7 /8 when suspected
waste was encountered during excavation of the liner-anchor trenches. Installed biotic
barrier at DA-6 and DA-9, and began installation at DA-10/ 11.
August 1992: Installed telescoping screens in P-2B and MW-3B where caving problems were
encountered in the bedrock. Installed pumps in all extraction wells and began installing
conduits and mounting brackets at the wellheads.
Completed biotic barrier installation at DA-10/11, and select fill at DA-6, DA-9 and DA-
10/ 11. Select fill was essentially completed at DA-23, except for the south liner-anchor
trench where a bubble was noted beneath the HOPE liner. Inclement weather allowed
only three days of earth moving activity after August 13th, so the low permeability soil
layer was completed on only 85 % of the Acid Pits Area. Consequently, installation of
HOPE liner on the Acid Pits Area was deferred to September.
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Vendor submittals were completed and approved for the ground water treatment facilities,
and procurement initiated. Site preparation, and the concrete portions of both treatment
buildings were essentially completed, except for the pedestals for the stripper towers.
Potable water lines were installed, and trenching continued on an intermittent basis from
the metering manhole toward the Back Valley treatment building.
September 1992: Wellhead equipment installation was essentially completed for all extraction
wells. Treatment building walls were erected, and epoxy coating of the floors begun.
Ground-water treatment equipment was delivered to the site.
Repaired the bubble in the liner at DA-23 and installed the biotic barrier at DA-23 and
at DA-7/8. Completed select fill and top soil layers at all disposal areas except the Acid
Pits Area. Installed HDPE liner at the Acid Pits Area.
October 1992: Wellhead facilities were essentially completed at all extraction wells. Concrete
pads were constructed at eight previously existing monitoring wells where access had
been blocked by construction activities. Installed major ground-water treatment
components and completed the roofs and roll-up doors at the treatment buildings, to
enclose those spaces.
Cap construction activities were completed with installation of the biotic barrier, select
fill and top soil layer at the Acid Pits Area. Fertilized, Hydroseeded and mulched all
caps, and placed erosion control matting where needed. Set fence posts in concrete and
installed top rails and bracing at all disposal areas. Began installing chain-link fence
fabric. The fencing contractor accidentally drilled three fence post holes through the
HDPE liner at the north end of the cap at DA-23. The damaged areas were repaired and
inspected October 17, 1992, in accordance with approved QA/QC procedures.
Prepared subgrade and placed stone on all access roads to wells and disposal area caps.
Inspected paved roads and delineated areas to be repaired.
November and December 1992: Continued installation of groundwater treatment equipment
during November and December. Used potable water for testing and calibration of the
system components. Completed inspection and corrective action at treatment buildings.
Extended inclement weather slowed fence installation and required extensive erosion
control measures during November and December. Installation and inspection of fences
and gates at the disposal areas was completed November I I, 1992. A fence was installed
around the metering manhole and Isco sampler on November 16th. Installed sub-drains
under the access road to DA-6 to eliminate soft spots. Completed repair and re-paving
of damage to paved roads at the site November 30, 1992.
Completed baseline sampling of monitoring wells and background wells December I I,
1992, in preparation for initiating ground water extraction and treatment. Begin pumping
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individual extraction wells December 15th to calibrate pressure transducers, and to
pressure test wellhead assemblies. Defer pre-final inspection and start-up of the system
until after the Holidays due to late delivery of a pressure gage for the Front Valley
treatment system, and some minor corrective action items outstanding.
January 1993: Conduct post-construction inspection with the EPA Region IV Project Manager,
Jon Bornholm on January 6, 1993. Started up the systems, pending minor corrective
actions, and began shake-down. Continued intermittent operation through the month of
January in order to adjust and calibrate system components. The Front Valley system
was fully operational by the end of January, but the Back Valley system was still under
manual control due to difficulty in adjusting effluent pH. Well EW-2 is immediately
downgradient from the Acid Pits Area, and the pH is much lower than anticipated.
Consequently, EW-2 must be pumped intermittently until the pH adjustment system can
be modified. Wells EW-lS and EW-ID, also designated as STW-2 and DTW-2, are in
the same vicinity and also contribute highly acidic groundwater to the system.
February 1993: A certificate of substantial completion was issued to Canonie, and the Front
Valley treatment system operated on a nearly continuous basis. Continue to adjust and
calibrate the Back Valley system. The pH appears to be rising in wells EW-2, EW-1 S
and EW-ID immediately below the Acid Pits cap, indicating that the cone of depression
from pumping is beginning to extend to areas beyond the highly acidic ground-water.
This, in turn, indicates that the pH adjustment problem may be solved by temporarily
operating the acidic wells on an intermittent basis with a timer, rather than installing high
capacity pH adjustment equipment that might not be needed after a few months.
Reprogram the Factory Link computer control system 2/24/92 to allow the O & M
operator to vary pumping times as needed for wells EW-2, EW-IS and EW-ID.
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3.1
3.0 GROUNDWATER REMEDIATION ACTIVITIES
INTRODUCTION
The Chemtronics Site remediation included both source control and installation of a groundwater
interception, extraction and treatment system. The CERCLA Final Design Specifications, as
approved, incorporated existing wells at the site and added 17 piezometers, nine monitoring
wells and eleven extraction wells. Drilling for the groundwater remediation system began
January 23, 1992 and was completed July 12, 1992. The drilling subcontractor was
Environmental Monitoring and Testing Corporation from Raleigh, North Carolina. The drill
rigs included a Mobile B61 truck-mounted auger rig, and a DrillTech 480K combination air and
mud rotary rig. Hollow-stem augers were used to install piezometers and monitoring wells in
saprolite, and air and mud rotary drilling methods were used primarily for installations in
bedrock and for extraction wells.
Drill rigs and drilling equipment were decontaminated between borings at designated
decontamination pads. Decontamination pads were constructed at DA-23 in the Front Valley
and at the northeast corner of the Acid Pits Area. Investigation derived wastes such as drill
cuttings, purge and development water and abandonment materials were also placed beneath the
caps in those areas.
An important aspect of the drilling program was the sequence in which borings were completed.
The bedrock piezometers and monitoring wells were drilled and installed frrst in order to
determine depth to bedrock and to plan screen settings in the adjacent shallow and deep saprolite
wells. Upon completion of the piezometer and monitoring well systems, the boring logs were
used to develop cross sections, potentiometric maps and bedrock surface contour maps. Split
spoon soil samples from the deep saprolite wells were submitted to a geotechnical laboratory for
particle size analyses. The data accumulated were then used in the screen and filter pack designs
and selection of screen depths for the 11 extraction wells in the Back Valley. Three extraction
wells had previously been installed; DTW-1 and STW-1 in the Front Valley, and DTW-2 in the
Back Valley. Well installation details for these wells are presented in Appendix E-1.
Periodic air monitoring was performed by Canonie Health and Safety personnel using an Hnu
P.I.D. or OVA F.I.D. for organic vapors, a hydrogen cyanide monitor and a dust monitor.
Drilling was initiated in Level B PPE with supplied air, but was down graded to modified Level
C for the majority of the work. Conditions at extraction well EW-2 required Level C with full
face respirators due to acid fumes. Augering was performed in Tyvek coveralls and poly-coated
Tyvek was used for mud-rotary and other drilling activities performed in wet conditions.
3.2 WELL INSTALLATION
Piezometers, monitoring wells, and extraction wells were installed during the remedial action
construction phase. Piezometers were installed for the purpose of providing the water-level data
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necessary to monitor capture zone development. Monitoring wells were installed to monitor
both water quality and water levels. In general, saprolite piezometers were constructed with 2-
inch diameter PVC casing and screen, bedrock piezometers with 4-inch diameter carbon steel
casing seated in bedrock, and a minimum 20-foot open hole in bedrock. Monitoring wells were
constructed with stainless steel casing and screen; 2-inch diameter in saprolite and 4-inch in
bedrock. The extraction wells combined screens in the saprolite with open hole in bedrock.
Typically, a 6-inch diameter stainless steel wire wrapped screen was placed in the saprolite
immediately above the bedrock with a 7-foot long carbon steel blank installed in a socket in the
bedrock below the screen. A 6-inch diameter open hole was then drilled a minimum of 20 feet
into bedrock or to water-producing fractures. A 6-inch carbon steel riser was installed above
the screen to the surface.
A piezometer cluster and a monitoring well cluster were installed in the Front Valley to monitor
water levels and groundwater quality in the vicinity of extraction wells STW-1 and DTW-1
below DA-23. Front Valley well locations are shown on Figure 3.1. Shallow bedrock was
encountered at a depth of 22 feet at the MW-I cluster and, consequently, a deep saprolite well
was deleted and replaced with an intermediate bedrock well designated MW-!BI. These details
are shown on Table 3-1, Piezometer and Monitoring Well Construction Details.
Fourteen piezometers, seven monitoring wells, and eleven extraction wells were drilled and
installed in the Back Valley. The Back Valley wells were relocated relative to the design
drawings when it was determined that an existing contaminated well was not located as shown
on the plans. New survey data indicated that well X-3 was located downgradient from the
proposed line of extraction wells. Accordingly, the model was adjusted to reflect the new data
and the wells relocated as shown on Figure 3.2. Piezometers included four clusters and two
separate, fully penetrating piezometers. The piezometers in clusters were open to specific
intervals within the saprolite or bedrock. A 2-inch PVC screen was installed in the open
bedrock portion of piezometer P-2B due to unstable formation material. The Back Valley
monitoring wells include two clusters and two separate wells. The MW-2 and MW-3 monitoring
well clusters were installed downgradient from the extraction well system and were designed to
include three wells each. Monitoring wells MW-4B and MW-5S are single wells installed
between the extraction wells and the Acid Pits Area. Geological logs for these wells are
presented in Appendix D and well installation details in Appendix E.
The shallow saprolite well was deleted from the MW-2 cluster due to the low water level and
shallow bedrock surface. Caving formation materials were encountered in MW-3B, and a 2-inch
stainless steel Channel Pack screen was installed in the bedrock portion. The annular space
between the 2-inch screen and 4-inch casing was partially filled with filter sand and topped off
with grout to the surface.
Extraction wells were designed and materials ordered following analysis of data accumulated
during installation of piezometers and monitoring wells. Extraction wells EW-1 S (also
designated STW-2) and EW-2 were closest in proximity to the Acid Pits Area, and were
constructed of all stainless steel due to low pH groundwater. The remaining extraction wells
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were constructed with stainless steel screens and carbon steel casings. Extraction well details
are shown on Table 3. 2 and geologic logs and installation details are presented in Appendices
D and E respectively. The installation details for previously existing wells that were
incorporated as extraction wells are presented in Appendix E-2.
The saprolite portions of all extraction wells were installed by mud rotary drilling. Drilling fluid
was monitored with a Marsh funnel, Baroid filter press and Baroid sand content gauge to reduce
the build up of filter cake in the screen zones. Bedrock drilling was accomplished with the
DrillTech 480K rig utilizing a 37/8-inch air hammer. Air drilling was performed after the casing
and screen had been installed in the saprolite and the .grout allowed to cure. The screens were
protected by inserting 4-inch diameter CP core pipe down to bedrock prior to drilling in
bedrock. Use of the CP core pipe also was accepted as verification of alignment of the casing
and screen in each well. Plumbness of each extraction well was determined by the standard
A WW A plummet procedure. Plumbness was recorded at specific intervals in the wells as
distance of the plummet line from the center of the top of the casing.
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3.3 WELL DEVELOPMENT
All piezometers and wells were developed to remove drilling mud and accumulated cuttings from
the casing, screen and filter pack. This allows the wells to flow more freely and also protects
the pumps. Development of piezometers and monitoring wells was accomplished using a
combination of surging, pumping and reverse airlift. In the bedrock wells, submersible pumps
were temporarily suspended just above bedrock after reverse air techniques were used to remove
accumulated cuttings from the bottom of the borings. P-4B and MW-4B were bailed with a 3-
inch bailer due to low yield. The development by air lifting was accomplished with a header
assembly to divert purge water into drums. Development was continued until water was sand
free and relatively clear. Water from most of the wells remains cloudy due to very fine
suspended mica.
Extraction wells were developed by using horizontal jetting with surge block and by pumping
with a submersible pump. The screens were flushed with potable water immediately after
installation of the saprolite portions of the extraction wells to remove drilling fluids and
accumulated silt or clay from the screen and filter pack. Performing this action prior to drilling
the open holes in bedrock appeared to reduce development time required.
Specific capacity tests were performed by pumping each extraction well at varying flow rates
following development to estimate yield. A submersible pump was used to pump out all
introduced water and begin stressing the aquifer. Specific capacity testing indicated that wells
EW-5 and EW-6 required further development to increase efficiency, and this was performed
by surging and pumping.
3.4 WELL COMPLETION
Wells were completed by installing protective casings and concrete pads, and Grundfos stainless
steel pumps were installed in the extraction wells. Piping, electrical and data lines were installed
to the treatment buildings in the respective valleys, and the pumps and associated wellhead
assemblies are controlled by central processing units in the treatment buildings. Pump flow rates
must be adjusted manually by valves at each wellhead, but pump cycling is controlled
electronically. The central processing units also monitor pumping pressures and flow rates, and
depth to water in the extraction wells and in selected piezometers.
3.5 GROUNDWATER TREATMENT
The Front Valley groundwater treatment system includes an air stripper and carbon adsorption
for removal of both volatile and semi-volatile organic compounds. No semi-volatile organic
compounds were found in the Back Valley, so carbon adsorption was not required. However,
a caustic injection system was installed in conjunction with an air stripper due to low pH
groundwater down gradient from the Acid Pits Area. The effluent from the treatment buildings
is pumped through a metering manhole and then discharged to a sanitary sewer for further
treatment at a PO1W. The MSD Permit requires that pH be raised above 6.0 prior to discharge
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to the sewer. Routine monitoring of the groundwater extraction and treatment facilities will be
a part of ongoing operation and maintenance (O&M) of the site remediation system. O&M will
also include periodic sampling and analysis of the groundwater in the monitoring wells, as well
as the effluent from the treatment buildings and at the metering manhole.
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4.0 QUALITY MANAGEMENT
4.1 ENGINEERING OVERSIGHT
The potentially responsible parties (PRPs) under CERCLA retained SEC Donohue of North
Carolina, PA as consultant and to serve as Oversight Engineer for monitoring "Remedial Action
Phase Construction". The duties of the Oversight Engineer included providing an experienced
Resident Engineer to observe the progress and quality of the remediation activities, and to
determine, in general, if the work was proceeding in accordance with the contract documents.
SEC Donohue provided technical oversight for closure activities in general. The Resident
Engineer, Charles B. Travis, PE, PG has MS degrees in geotechnical engineering and water
resources, as well as materials testing and hydrogeology experience. In addition,
hydrogeologists and geotextile materials technicians provided specialty oversight, as needed, for
well drilling and installation activities, and for installation of geosynthetic liners and drainage
media. The Engineer had authority to disapprove or reject work believed to be defective, and
also had authority to require special inspection or testing of the work.
Additional duties of the Engineer included review of qualifications of prospective contractors and
proposed vendors and of submittals and shop drawings. Upon completion of closure activities,
the Engineer was to make a final inspection of the work with the PRPs and the Contractor, and
prepare Certification of Closure and a Closure Report.
4.2 PRIME CONTRACTOR
The second step in assuring quality in the completed Remedial Action was to engage an
experienced environmental services firm as prime contractor. Canonie Environmental Services,
Inc., King of Prussia, Pennsylvania was selected as Prime Contractor after extensive review of
qualifications and bid documents submitted by eleven bidders.
The Prime Contractor was required to subcontract independent laboratory and inspection services
for selected activities, such as installation of geosynthetic materials. Remedial Action
Participants are listed in Appendix A, along with their principal activities. The Prime
Contractor was also required to provide documentation of conformance to contract and quality
standards for vendor-supplied items, and these are included in Appendix B to this report.
4.3 QUALITY MANAGEMENT ACTIVITIES
Daily activities for well drilling and installation activities were recorded in bound notebooks with
numbered pages. A bound daily log was also maintained by the prime contractor for all cap
construction activities. Photocopies of these handwritten logs are presented in Appendix F to
this report.
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In addition to the general technical oversight provided by SEC Donohue, the contract required
Canonie to engage the services of independent quality control subcontractors to inspect and
document such key activities as compaction and moisture control of compacted soil during cap
and road construction, and all aspects of geosynthetic procurement and installation. These
services were provided by Law Engineering of Greenville, South Carolina and Asheville, North
Carolina under the direction of George W. Scott, PE, Principal Engineer.
Due to the voluminous nature of the QA/QC documentation, Canonie found it advantageous to
maintain computer spreadsheet summaries of QA/QC records. These spreadsheets simplified
review and audit of activities accomplished versus those required, as well as providing an
overview of quality control activities. Summary reports of QA/QC inspections are presented in
Appendix B to this report. These include summaries of tests of compacted fill for compaction
and moisture control, as well as field and laboratory tests of flexible membrane liner fabrication
and installation. Photocopies of the original hand written test reports and other back up data are
presented in Appendix F.
Weekly Progress Meetings at the site provided a forum for review of over-all progress and for
resolution of issues and conflicts, as well as discussion of quality issues. These meetings were
attended by the PRP Coordinator and the Community Relations consultant, the SEC Donohue
Construction Manager and the Resident Engineer, the Canonie Superintendent and the Project
Engineer, and, as appropriate, QA/QC and Health and Safety personnel and selected
subcontractor representatives, along with EPA contract oversight personnel. The minutes of
those meetings are also presented in Appendix B.
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C\ !-· ·, :r~'r ·, '
: --,'\
I
, i1,. . .,,-. .1..._1 L " ,1 7· ,r "'~. ,..,,.. . .. , .. :.;-.c::, ;. ,j.ll ---' , ~ -. : ' \ " -' ,: f -~-. .. J ' ..... --.c':::!. rr,c' l fl ,c, ,c-,_ .... , . .,j• '"v ,_ j· .. q, __;,.-...J I J , • -,_,.,,, .•,-,_. -~-.,r ,:· 1 ,c-"', v---, ~-111 --.-Ji !f '<-·'' -·-"1 i', r :\ t~~ . /tL_~f ~, 1,,,:)\\\
'··-----..J . ./
I ~ ----◄----<1$>--<!C:::::S::"""""'!:
z
Ot::===50f::==::li0:'0==:::il 50
SCALE l N FEET
'-
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/
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FIGURE 3. 1
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FRONT VALLEY WELL LOCATIONS
CHEMTRONICS SITE REMEDIATION
Swonnonoo, North Carol ino
I '
N:~Gt600/16000M04,DGN
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~·-· -; ·,-~'.,,... ___ --
---------
\ ~ -~ "'-~-
'" >--,_ -,.
-_~'(-..... ,_ ~-
). ' , ___ ,-!
l.·. ...
'--\. ~~
'>-i-.... ,,_...,__ ___ .. ~,..,·;:,~,1..:'. .. /
\
/
I i
ot:::==':sco==:::!'±0~0==::1:i' so
SCALE IN FEET
j -~,,'
.i . ' ( J
j·
\ _/ / /
/
/ \
\ .-~_,.,
i
/
/
\
\ \
' ·,
',
\ Ew-c/ -~ f'
' /
i ,
··--.
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____ _,,,,,.,,.
FIGURE 3.2
\
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\
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?/ f
_{'1
/ /
BACK VALLEY WELL LOCATIONS
CHEMTRONICS SITE REMEDIATION
Swonnonoo, Norlh Carol ino
N:/G1600/16000M03.DGN
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Well
Installation Dale
. No. Installed
P-1S 1/23192
P-10 1/24192
P-18 213/9"2
_P-2S(A) 3f2/92
P-2D 3/12/92
P-2B 2/21192
P-3 3/4/92
P-4S 3/13/92
P-4D 3/9192
P-4B 315192
P-5S 2/28192
P-5D 3/18192
P-5B 3/5/92
P-6 2128192
P-7S 315192
P-7D 3/5/92
P-7B 2/27192
P-2S 4/1192
MW-lS 2/12/92
MW-181 2/11/92
MW-lBD 2/13192
MW-2B 3/12/92
MW-21 3/19192
MW-3S 3/24192
MW-3D 3/24192
MW-3B 3/17192
MW-4B 3/19/92
MW-SS 3117192
NOTES:
G.S. = Ground Surlace
SAP = Saprolite
Ground
Surface
Elevation
(fl above
MSL)
2275.39
2275.10
2275.49
2368.17
2367.02 ·
2368.08
2359.97
2341.03
2341.80
2341.29
2348.27
2347.74
2348.10
2350.77
2350.20
2351.17
2351.19
2368.17
2269.79
2269.69
2270.23
2341.93
2341.52
2344.79
2344.71
2345.03
2356.75
2350.07
TOG = Top of PVC Casing
BGS = Below Ground Surface
MSL = Mean Sea Level
Drilling
Method
6 114 HSA
6 114 HSA
9 7 /8 air hammer
6 114 HSA
6 114 HSA
9 7 /8 mud rotary
61/4 HSA
61/4 HSA
61/4 HSA
9 7/8 mud rotary
61/4 HSA
61/4 HSA
9 7/8 mud rotary
6 114 HSA
61/4 HSA
6 114 HSA
9 7/8 mud rotary
61/4 HSA
61/4 HSA
9 7/8 air rotary
9 7/8 air rotary
9 7/8 mud rotary
61/4 HSA
61/4 HSA
6 114 HSA
9 718 mud rotary
9 7/8 mud rotary
61/4 HSA
Boring Bottom of
Diameter Exploration
SAP/Rock (IL below Unit
(in.) G.S.) Screened
10 I 28.5 shallow
10 I 58.5 deep
1013 718 124 bedrock
101 55.5 shallow
10 I 69.5 deep
10 13 718 107 bedrock
10 I 83.5 fully penetrating
101 24 shallow
10 I 35.5 deep
1013 718 92.33 bedrock
101 30 shallow
10 I 65 deep
1013 718 102.1 bedrock
10 I 88.5 fully penetrating
10 I 30.05 shallow
10 I 59.9 deep
1013 718 102.74 bedrock
101 50.5 shallow
10 I 25.0 shallow
1013 718 71 intermediate bedrock
1013 718 121.5 deep bedrock
1013 718 76.9 bedrock
10 I 36.33 · intermediate saprolite
10 I 30_ shallow
10 I 54 deep
1013 718 78 bedrock
1013 718 94.,, bedrock
101 28 shallow
TABLE 3-1
PIEZOMETER AND MONITORING WELL INSTALLATION DETAILS
CHEMTRONICS REMEDIATION PROJECT
SWANNONOA, NORTH CAROLINA
PROJECT No. G-1600
Depth to Depth lo
Depth to Depth of Bottom of Top of
Static Bedrock Surface Bedrock Casing/ Bentonite
Water Surface Casing Socket Casing/ Screen Seal
Level (IL below (IL below (IL below Screen ID (IL below
(TOC/BGS) G.S.) G.S.) G.S.) Material Qn.) G.S.)
9.761 NIA NIA NIA Sch 40 PVC 2 3
10.54/ NIA NIA NIA Sch 40 PVC 2 36
8.141 63 71 8 Carbon Steel 4 NIA
37.591 NIA NIA NIA Sch 40 PVC 2 25.9
40.12/ NIA NIA NIA Sch 40 PVC 2 56.5
39.071 77 83 107 Carbon Steel 4 NIA
34.26/ NIA NIA NIA Sch 40 PVC 2 23.7
16.28/ NIA NIA NIA Sch 40 PVC 2 3.2
17.82/ NIA NIA NIA Sch 40 PVC 2 21.87
22.12/ 39 52.9 52.9 Carbon Steel 4 NIA
13.101 NIA NIA NIA Sch 40 PVC 2 2
15.631 NIA NIA NIA Sch 40 PVC 2 51
18.88/ 77 83.1 83.1 Carbon Steel 4 NIA
16.491 NIA NIA NIA Sch 40 PVC 2 18.2
11.41/ NIA NIA NIA Sch 40PVC 2 2.0
12.22/ NIA NIA NIA Sch 40 PVC 2 46
13.301 75.5 82.76 82.76 Carbon Steel 4 NIA
34.781 NIA NIA NIA Sch 40 PVC 2 22
7.241 NIA NIA NIA Stainless Steel 2 1.5
11.01 22 38.8 38.8 Stainless Steel 4 NIA
11.61/ 25.2 89.5 89.5 Stainless Steel 4 NIA
28.2 40 46.41 46.41 Stainless Steel 4 NIA
23.52 NIA NIA NIA Stainless Steel 2 7.2
18.32 NIA NIA NIA Stainless Steel 2 3.06
19.12 NIA NIA NIA Stainless Steel 2 26.50
19.3 50 54.91 54.91 Stainless Steel 4 NIA
13.86 64 68.76 88.76 Stainless Steel 4 NIA
14.7 NIA NIA NIA Stainless Steel 2 2
Depth lo
Top of
Filter Screened Depth to Screen Type Length
Pack Interval Screeo Bottom of Slot of of Open Stickup
(IL below (IL below Length Well (IL Size Filter Bedrock above
G.S.) G.S.) (IL) below G.S.) Qn.) Pack (IL) (IL)
5.8 7.75-27.81 20.06 28.39 0.010 FX50 NIA 2.33
41.9 46.9-56.91 10.01 58 0.Ql0 FX50 NIA 2.66
NIA NIA NIA 124 NIA NIA 53 2.66
29.1 34.88-54.92 20.04 55.5 0.010 FX50 NIA ABANDONED
59.6 63.9-68.92 5.05 69.5 0.010 FX50 NIA 2.83
NIA NIA NIA 107 NIA NIA 24 2.70
i 26.5 31.62-81.82 50.2 82.4 0.010 FX50 NIA 2.08
6.5 8.14-23.2 15.06 23.78 0.010 FX50 NIA 1.78
24.5 29.87-34.97 5.05 35.5 0.010 FX50 NIA 3.08
NIA NIA NIA 92.33 NIA NIA 39.43 2.41
4.3 7.3-27.92 20.08 28.5 0.010 FX50 NIA 2.83
54.2 59.39-64.42 5.03 65 0.010 FX50 NIA 2.79
NIA NIA NIA 102.1 NIA NIA 19 2.66
21.15 26.94-87. 12 50.18 87.7 0.010 FX50 NIA 2.97
5.2 9.39-29.47 20.08 30.05 0.010 FX50 NIA 2.0
49 54.27-59.32 5.05 59.9 0.010 FX50 NIA 2.7
NIA NIA NIA 102.74 NIA NIA 19.98 2.58
25 30-50 20.02 50 0.010 FX50 NIA 3.12
3.5 4.5-24.5 20 24.72 0.010 FX50 NIA Flush Mount
NIA NIA NIA 71 NIA NIA 32.2 Flush Mount
NIA NIA NIA 121.5 NIA NIA 32 Flush Mount
NIA NIA NIA NIA NIA 1.75
11.6 16.13-36.13 20 36.33 0.010 FX50 NIA 2.83
5.69 9.90-29.41 19.98 29.68 0.010 FX50 NIA 2.75
29.90 36.81-51.65 15.04 51.93 0.010 FX50 NIA 2.75
NIA NIA NIA NIA NIA NIA 2.66
NIA NIA NIA 94.11 NIA NIA 25.35 2.5
5.1 7.5-27.4 20 27.6 0.010 FX50 NIA 2.58
-------------------
··wELL .SCREEN.ti
LENGTH cc FT
EW-1S 24.8
EW-1D 25.6
EW-2 39.7
EW-3 55
EW-4 29.7
EW-5 10
EW-6 39.7
EW-7 54.5
EW-8 39.6
EW-9 49.6
EW-10 59.5
EW-11 62.4
TABLE 3-2
EXTRACTION WELL CONSTRUCTION DETAILS
SC:REENSLC:JT SCREEN DEPTH > CASING* .. ··.·•··.·.· .. · ..... JYPE OF. {}DEPTH TO
···SIZE ,.: IN. FT •· •···LENGTH+ FT CASING/BLANK WATER Z FT
0.012 37.3-62 38.8 / 5 STAINLESS 26.9
MORIE00
0.010 62.6-88.2 64.1/7 CARBON 34.4
MORIE00
0.012 29.2-68.8 30.7 /7 STAINLESS 22.3
MORIE00
0.012 40.4-94.9 41.9 /7 CARBON 38
MORIE00
0.012 33.1-62.8 36.7 / 7 CARBON 29.1
MORIE00
0.012 22-32.1 23.5 I 7 CARBON 18.7
MORIE00
0.012 23.7-63.4 25.2/7 CARBON 13.0
MORIE00
0.012 22-76.5 23.5 /7 CARBON 11.9
MORIE 00
0.012 23.7-63.4 25.2/7 CARBON 15.5
MORIE 00
0.012 25.9-75.4 27.4 /7 CARBON 20.7
MORIE00
0.012 20.3-79.8 21.8 / 7 CARBON 11.7
MORIE00
0.012 15.8-78.1 17.3/7 CARBON 11.2
MORIE00
7/20/1992
/DEPTH TO·
·••BEDROCK-FT
NA
90
72
100
65.3
34.7
67
76
64.5
77
82
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TABLE 3-3
CHEMTRONICS REMEDIATION PROJECT
SWANNONOA, NORTH CAROLINA
PROJECT No, G-1600
PIEZOMETER AND MONITORING WELL DEVELOPMENT SUMMARY
Well
No.
P-1S
P-1D
P-18
P-2S(~).
P-2D
P-2B
P-3
P-4S
P-4D
*P-4B
P-5S
P-5D
P-5B
P-6
P-7S
P-7D
P-7B
P-2S
MW-1S
MW-1BI
MW-1BD
MW-2D
MW-2B
MW-3S
MW-3D
MW-3B
* MW-4B
MW-5S
Surface Date
Completion Develooed
YES 2/7/92
YES 2/7/92
YES 2/10/92
A B A N D
YES 3/25/92
YES 4/8/92
YES 3/27/92
YES 3/25/92
YES 3/25/92
YES 4/7/92
YES 3/30/92
YES 4/1/92
YES 4/6/92
YES 3/31/92
YES 3/30/92
YES 3/31/92
YES 4/8/92
YES 4/2/92
YES (FM) 2/19/92
YES(FM) 2/18/92
YES (FM) 2/17/92
YES 3/27/92
YES 4/22/92
YES 3/27/92
YES 3/31/92
YES 4/16/92
YES 4/9/92
YES 4/1/92
• Low producing well
(FM) flush mount
Total Final
Gallons pH/Sp.
Discharaed Cond.
~25 7.26/186
~95 6.65/0070
~90 11.94/1080
0 N E D
~95 6.48/0704
~605 6.83/0070
385 6.60/0010
14 6.39/0060
40 6.49/0020
120 6.85/0150
55 5.83/0170
70-80 6.48/0600
200 5.14/1920
400 6.79/0510
75 5.49/1830
40 6.85/1340
380 6.52/0180
30 6.87/0080
21 7.19/0330
70 8.52/0240
420 7.84/0250
45 6.48/0140
185 5.93/0090
55 6.10/0070
135 6.42/0210
495 5.67/0060
140 7.17/0110
50 5.15/0060
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Abandonment
Well Date
No. Abandoned
X-1 3126/92
X-4D 2/20/92
X-4S 3125/92
SW-10 2/7192
BW-10 2/7192
BW-7 2/14/92
SW-14 2/19/92
BW-8 2/20/92
MW-1 3/31/92
MW-2 3131/92
MW-3 3131/92
MW-4 3/31/92
MW-5 3131/92
MW-6 3131/92
MW-7 3131/92
MW-8 3131/92
DA-9-2 3131/92
DA-6-1 3131/92
DA-23-4 3131/92
DA-718-3 3131/92
P-2S/Al 411/92
PVC polyvinyl chloride
c/ casing removed
TABLE 3-4
CHEMTRONICS REMEDIATION PROJECT
SWANNONOA, NORTH CAROLINA
PROJECT No. G-1600
WELL ABANDONMENT SUMMARY
Footage Footage
Drilled Grouted
40 40
32 32
15 15
NIA 50
NIA 70
NIA 144
NIA 22
NIA 113
el NIA 25.2
NIA 25.0
el NIA 25.0
el NIA 26
els NIA 25
els NIA 25
els NIA 17
els NIA 18
els NIA 24.5
c/s NIA 24.4
c/s NIA 13.2
els NIA 26
NIA 55
SS Stainless Steel
els casing & screen
Total
Well
Deoth
~38
32
15
50
70
144
22
113
25.2
25.0
25.0
26.4
25
25
17
18
24.5
24.4
13.2
26
55.5
Abandonment
(ID, Type) Report
Caslna Date
2" PVC 411192
2" PVC 2/20/92
2" PVC 3125/92
2· ss 2/7192
4• ss 2/7192
4• ss 2/14/92
2"SS 2/19/92
4• ss 411192
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3/31/92
2" PVC 3131/92
2" PVC 3131/92
2" PVC 3131/92
2· PVC 3131/92
2" PVC 3131/92
2" PVC 411192
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I APPENDIX A
I REMEDIAL ACTION PARTICIPANTS
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APPENDIX A
REMEDIAL ACTION PARTICIPANTS
The following organizations and key personnel were involved in the Site Remediation at the
Chemtronics site in Swannanoa, NC.
The United States Environmental Protection Agency, Region IV
345 Courtland Street, N.E. [phone]
Atlanta, GA 30365
Jon K. Bomholm, Project Manager
EPA OVERSIGHT CONTRACTOR: CDM Federal Programs Corp.
2030 Powers Ferry Road, Suite 490
Atlanta, GA 30339
Richard Hardy; Project Manager, EPA Oversight
C. Robert Hines; EPA Field Oversight
PRP COORDINATOR
Nimmo & Co.
PO Box 536; 480 Lytle Cove Rd
Swannanoa, NC 28778
John F. Schultheis, C.E.P.; PRP Coordinator
Rebecca S. Hunnicutt; Environmental Assistant
[phone]
Don Higgins; Community Relations and Site Photography
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OVERSIGHT ENGINEER
SEC Donohue of North Carolina, PA
PO Box 2400; 15 Brendan Way (29615)
Greenville, SC 29616
[phone]
Terry E. Standridge; Construction Manager
Charles B. Travis, PE, PG; Resident Engineer
James J. Cloonan, PE; Design Project Engineer
John H. Murphree, PE; Civil Engineer, Design
Thomas M. Champion, PG; Senior Hydrogeologist
Joseph E. Gillespie, PG; Hydrogeologist
Frank H. Farmer, Jr., PG; Hydrogeologist
Gregory L. Dauphin; Construction Manager CQA/CQC
Burnett Pendergrass; CQA Technician
SUBCONTRACTOR: Nilsson & Watts Associates
137 Center Ave., PO Box 367
Black Mountain, NC 28711
Robert C. Watts, RLS; Registered Land Surveyor
Jake Dugan, RLS; Surveyor
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REMEDIATION CONTRACTOR
Canonie Environmental Services Corp.
500 North Gulph Road -Suite 315
[phone]
King of Prussia, PA 19406
James R. Semple; Project Manager
Nelson F. Pelletier; Project Superintendent
John O'Toole, PE; Project Engineer
Jim Armor; Electrical Engineer
Curt DeWolf; Mechanical Superintendent
SUBCONTRACTORS: Perry M. Alexander Construction
Swannanoa, NC 28778
Billy Carroll; Project Superintendent, Clearing and Earthwork
Environmental Monitoring and
Testing Corporation
PO Box 1752
Burlington, NC 27216-1752
Matthew Lowe; Business Development Representative
Dave Boggs; Drilling Superintendent
Driller Registration Number: 1121
Carter and Crawley Inc.
PO Box 5069
Greenville, SC 29606
Robert Dill; Design Engineer, Data acquisition
Johnston, Inc.
132 Corporate Blvd., PO Box 580
Indian Trail, NC 28079
Curtis Helms; Technical Representative, Isco Sampler
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Groundwater Recovery Systems, Inc.
299B National Rd., Exton, PA 19341
Mike Reppetto, Electronics Engineer
Law Engineering
Four Interchange Boulevard
Greenville, SC 29607
George W. Scott, PE; Principal Engineer
Corey L. Garyotis; Project Engineer, Liner QA/QC
Tim LaBounty; Project Engineer, Liner QA/QC
Tom Reel; Soils Technician
Craig Brown; Materials Technician, Liner QA/QC
Hayes & Lunsford Electrical Contractors, Inc.
226 Hilliard Avenue, P. 0. Box 2399
Asheville, NC 28802
D. W. Cordell, Electrical Engineer
Larry Chatterton, Supervising Electrician
Allison Fence Company
Charlotte, NC
Ray Hoover; Field Supervisor
Attala Lining Systems, Inc.
PO Drawer 1138, High 12 East
Kosciusko, MS 39090
Eddie Newell; Field Supervisor
Tim Miller; QC Supervisor
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Southern Bell
79 Woodfin Place, Rm 215
Asheville,NC 28801
James A. Nabers, ID; Engineer -BICS
Western Carolina Land Surveying, P.A.
1500 North Main
Waynesville, NC 28786
Keith J. Plemmons, R.L.S.; Surveyor
Laidlaw Environmental Services
Hazardous Waste transport to
GSX Landfill
PO Box 255
Pinewood, SC 29125
•
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I APPENDIXB
DATA AND DOCUMENTS
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I CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I V/f-6
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FIELD TRIAL SEAMS
I !TEST i WELDER! DATE !TIME MACHINE !MACHINE PEEL -
: ii ' j NUMBER i TEMP.
BREAK SHEAR -BREAK RE_SUL T'
(P/F)
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1 BK :7 /14/921 9:20 307 . 360
2 BK 17/14/92 11:15 305 761
3 BK i7 /14/92 i :35 307 358 I ~ .. - , ·-•
4 DH ,7 /14/92 3:00 406 400
5 DH [7 /15/92 8:55 406 515
.
FTB
FAIL IN SEAM
FTB
FTB
157
FTB
FAIL IN SEAM
FTB
FTB
144
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 6
FIELO SEAMING REPORT
SEAM! DATE :TIME. PANEL • SEAMING
# 'NUMBERS METHOD
1 -2 7 /14/92: 9:50 1 / 2 FUSION
1 -2 7/14/92112:05 1 / 2 FUSION
2 -3 7/14/92:12:20 1 2 / 3 FUSION i . /
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SEAM MACHINE :wELDER
LENGTH NUMBER .
41' 307 BK
153' 307 BK
66' 307 BK
.... -.. -
TEMPERATURE, - - -. . . -. -
MAC:_HINE/AIR ;
360 / 86
~7? / BB
372 / 88
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 6
PANEL PLACEMENT REPORT
TIME PANEL DATE -ROLL
NUMBER PLACED NUMBER
9:00 1 7/14/92 7933
9:40 2 7/14/92 7933
10:15 3 7/14/92 7933
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LENGTH iilmllAGE/coMMEi-its
(FT)
194
185 -66
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CANON IE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 6
NON DESTRUCTIVE TEST REPORT
.. -·-. . . ·-
l AIR TEST RESULTS ' . SEAM_ I SECJION DATE iTECH. TEST .. III~E . !PRESSURE
:srARTI -~----NUMBER !OF SEAM METHOD jSTAFn END END
1 -2 i 0 -42 7 /14/92' TM AIR i 1:35 2:04 29 i 26
1 -2 14?. -150 7/14/~? TM AIR 2:07 2:14 30 29 -. 1 -2 1150 -194 7/-14/~2 TM AIR 2:17 2:24 30 29
2 -3 IO -END 7/15/92 TM AIR 8:24 8:29 31 30
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•• •. •.• I j
RESULT• I . . . . . . .
!DIFF.
3 p
1 p
1 p
1 p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 6
DESTRUCTIVE TEST REPORT
TEST
#
DS 1
.. -.
SEAM
#
1 - 2
DATE
7/14/92
· LOCA noi~ ! R~A~c:irr
FOR TEST
150 I ROUTINE
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WELDER I MACH_I_Nj
, NUMBER
I -----BK I 307
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FiELD i LAB !
TE_ST I TEST !
P I P I
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-----
IHOHIE EHUIROHHEHTAL SERUICES CORP.
IEMTROHICS SITE REHEDIATIOH
t/QC SUMHARV REPORT
--------
REPA IP. SEAM LOCRTI 0~1 DESCR I PT! ON
HUMBER HUMBER OF DAMAGE
·-·----·
P.1 1 -2 42 AT
R2 1 -2 150 DS 1
P.3 1 -2 0 E~T. OF PAHEL
R~ 2 -" CORHER SKIRT COUER
-.. illlill iiiil
REPAIR REPORT
SIZE OF !REPAIR REPA II: 1WELl)ER I HACH I HE TEST TEST TECH. RESULT
REPAIR METHOD DATE HUMBER :METHOD :DATE
2S'"l:26 .. PATCH 7 /14/92 DH 406 UB 7/14/92 CR p
32");7 r." PATCH 7/14/92 DH i,116 UB 7/14/92 CR p
9 'X1 O' PATCH 7/14/92 DH i,06 UB 7/14/92 CR p
39"X7 O" PATCH 7/15/92 DH .. 116 UB 7/15/92 TM p
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
T.E:ST WELDER
# 1 BK
2 DH
3 DH
4 RP
FIELD TRIAL SEAMS
DATE TIME MACHINE MACHINE
-·--------.. --·-------··-
-_ _ _ __ l'lU!'.'l_~ER _ Tl;~__P.
7 /24/92 _ 2: 10 _ ~Q?: __ --~-?~---
7 /27 /92 8:00 ~Q~_ _ _5_~ 5_ _ --_
7 /27 /'J2 12:45 -~Q~ _ 5-!Q
7 /2~/~2 ]:5_5 _ --4Q~-----~13_6__
1---------------
···--·-------·---··----------------··-·-·------------
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
TIME
2:30 ---·-----··--
2:35 -·---------2:40 ··-···-·-·-·--·. 3:30 -----------. 3:35 --··-----···· 3:50
4:15 i
4:35 . '
PANEL PLACEMENT REPORT
PANEL --· .. --------
NUMBER
1
2
3
4
5
6
7
8
DATE ROLL LENGTH --· ----·--·-----------------···--...... -------·
~LI\C:_~I) _ _ N_UM!)_E_R___ (FT)
1 /24/92 _ _ _§!59L__ __ ~! ..
__ 7 /24/92 _ _ __§!S~g______ _ ____ !:!_1 __
_ ?,tg,y~g _ . _ --· §!§~g_ __ ---_ 101
-?,'g,y!:lg -J31~---·-J QQ
. 7 /24/92. . . -· Z.~1~--____ 11 '!_
. ?,'g1,'!:lg. 7.~1~---__ 1J__5
7 /24/92 _ _ __ !g~~--_ --99
7/24/92 9592 83
DAMAGE/COMMENTS ____ _
·····----------------------1
---·--·--------------··-----------------------1
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
FIELD SEAMING REPORT
sE;M DATE lnME N~~ii~s t\\trgg i.tti~H ~t;tJ~f wELoER TEMPERATURE • . -I . . . --·--··· ... --.... ··-· . .. -···--MACHINELAIR. 1 ::-.. ? U'.?4t'.!!? ?:~§ ! / ? f:LJ§!QN . J~I .. . .. ~QL. BK... ._355./ 84·-··· ? .:: 3 I/?4/!!? ?:§Q ? / 3 ELJ§!Q1-L .. .9_5_ ~QI . BK ... __ 357J so .... . ~ :::.4 It'.?4t'.!!? 3:~!i .~. / 4 ... ELJ§!QN ... 1Q7_ . ~QI BK ...... _357 j 84 ... . 4 :: § I/?4/~? 4:0Q . 4/ § .ElJ.§!QI'.-! ... !1.3~§. .. ~QI BK ..... _ .. 362./.82_ .. !i :: § I/?4/!!? 4:g; § I .E?. ElJ.§!Qr-J .. 115_ ... . ~QI ... SK... ._358.J 82 . § :: I I/?4t'.!!? 4:~Q § / I. ELJ§!QN _Jl§.,§. ~QI. . BK ....... _354.J 79 .. . 7.:-._8 7/24/92 4:50 7 /8. FU.$JQ_l'L .... -8.3... . 307 BK_. __ .356./ eo .. . I .. . . .. ........ ...... . . . .. ······-·-· ···-····--_1. -····· .-/ . ··-.. ···········--··-··-·· .. -··----/ ···-···· / . . -. . . -·-· ·---·· t'. ···-· I .......... ·-··· ./ . . .. . I.. . .. ···················· .... . ............. _____ .. / ····-·-··· ./. . .. ...... ........... ...... ... .... .. . .. ··-······-··•--.. -/ ..•..••...... . J ··-·····-···· .. .... . ( .! ······················-···· ·······················(. . I .. ················ ··-·····-·J ·········· I . . ....... ··············· . . ·······--·--·-/ -·-·-
····· / .. . .. ····-····-········ .. . . ... ··········--'-----/ ···-·· / ···-····· ·-·-····/ ··-··-. J ···········-···· .... .. . ..... -··· ·--L. ···-. I. ........ ········-···· ..... .. ·······-·· ···----·_/ ···-··-.. I ................... -········· .... . .. ········-·-···-·-·l ···--··· I.. . ......... ········-· .. . ········-··· ·--·---/ --·--
... / .......... ·······-·· ·······--·-·•······. ·······--·· __ / ··-··
... / -.... . ........... ·········-···· ·-···-.... . ... ······-'----/, __ I_ ....... ··········-···················--··· ··········-·-···-·--···1 ....... _ .. .
. .. . ,. / .......•..... ···-··· ··-····· ···-· -········ ... •·····-··-__ / -·-·-·---··· ····· · .. ·····-··· / ............... •·-·-·-···-···--...... ··-··-·-··-·'---1 ·-·-·-·
........ I-····················-·•· ·······-···--.. .. ······-·· ·--······__1········-···· ...... ./ ......... ·········· ················-·· . . .... .... .... ···--'----I
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS
-···-······-· -➔ • -------···-----·------------•••• -------·---····---·-·-·····-·-'"' --·----·-----
-SE~t,,1. S_ECJJON • DATE TECH. __ }:l;_~I-J!_~I;__ . PRESSURE ________ ..... .fl_E_$_lJLT
Nl)_t.1B_l;_R Of $E_~M _ ___ __ . M_l;_J_tl9J) ~_IARJ END. START .. END_ DIFF •..... _ ·-_ .
J . .::? 0.-22_ 7_/?U.~? _ _9_~ .J3J,~.1.FL_____ ··-·----·------· . __ P ..
1 - 2 ??. :_0_2 U?7_/~? ,:t,,1 ... f.J~ _ J:32 _ .. 7:40 30 ---~·Q·-· -·-CJ __ .E
1 - 2 8?-EN_D 7/27/92 _CB .... R3,4 __ ----·· ... ··----·-·····-·--__ ._P ___ _
.. ? :.J .. 0 -5_ 7 /27 /92 ... CB .... __ R9J 10 .. --·--_ .... __ _ -·---·-·· ·-----·-___ f_ ___ .
? ::-~ ?. -.. 91 7/27/92 .. TM_ .. AIR ___ _7:35_ 7:42 30 -~9-.. ___ ()_ _ _e_
.?.-:. 3 94-END 7_/?U~? .... .9~ ... 81!L_ --· · I . --------·-········ __ E _
.. ~ ... :-4 . 0 - 1 7 /27 /92 . CB . R17_ _ ____ ···-__ . _ ·-· P __ .
3 -4 4 ::-JO? 7 /27 ;92 TM _ AIR -· _7_:3.J 7:45 30 --· . 30. ____ o__ _ .. _E_._
~ -~ 102-END 7-/?!/~? . g~ 1318:-_2() ..... E ..... .
·L:-? . o -: -~ .. 7_/?7_/~? g_B ... 13.2-.1,.?2__ -··-··--···-_ ...... E __ .
1 :-15 5_ :-1 Q.8,§ 7-/?7_/~? T.t.A _~II!_ !;?? ' a:oii 30 30 o .E
4 -5 10~.5-E.ND 7_/?7_/~? _.g§ .. 8~1.~?-___ ·----. --· _ .. E
5 - 6 0 - 4 7/27/92 CB R36,37 P
. ; = : 1 ti~-~~g Jt;!t~~ t~ . ~fl~g :~:01 8:08 30 -~o-: -·--~ ... ;. .
_JL:7_ .o -.?. U?U~? . .9.~ 13~? .. -·-·--···· _ --····-_____ --·--·-----E __ .. t:i-: 7__ 5 __ -_109 U?!I~? It.A_ ... !\Jf! __ 7:55 0:02 30 --~o ..... o .. _E
6 - 7 109-END 7 /27 /92 CB R43 44 P ·--·-----·-. -. -------------... , .. ,_ ·'-··---·--------····---·-.... _________ --·---·-·--· ·---L: !l .o -_5. 7_/?7_/~? .9J! .. ·-13~§ ____ -· ... -·--·--·--···· __ .E_. __ .!..:-.~ §_.-_79_ 7/27/92 TM __ ._AIR .. !3;!1_ 8:19 30 .}Q _______ Cl. ____ E ...
7 -0 79-END 7/27/92 .. c.a _R.48-:-_51 ·-.. -·--· -··············--· .P ..
··-·· ----1---1----1
. ___ ,_,,_ -----~-------~---
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
DESTRUCTIVE TEST REPORT
I
SEAM
. # -
4 / 5
DATE
7 /27 /92 .
LOCATION REASON .. ----··---·--·-------
-FOR_ TEST
48.5 ROUTINE .. ---·------------
WELDER MACHINE FIELD .. LAB_
NUMBER_. TEST __ TEST
B_K_ _ 307 P P
-------------------
CAHOHIE EHUIROHMEHTAL SERUICES CORP.
CHEHTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
HEPA IR REPORT
REPAIR SEAM LOCATION DESCRIPTION SIZE OF HEPA IR HEPA IR ! WELDER MACHINE TEST TECH. RESULT
HUMBER HUMBER OF DAMAGE REPAIR NETH OD DATE HUMBER DATE
R1 1 - 2 0 SEAH DAMAGE 22· EXT 7 /27 /92 • DH 4116 7/28/92 CB F
R1R 1 -2 0 REWELD 22' REWELD : 7/29/92 · RP 4118 7/29/92 CB p
R2 1 -2 22 AT 1s··x1s·· I PATCH ; 7127 /92 ' DH 4116 7/28/92 CB p
R3 1 -2 81 ! AT 18""X13"" I PATCH ! 7 /27 /92 ' DH 416 ' 7/28/92 CB ' p
R4 1 -2 ! 82 i SEAH DAMAGE ' 3"X5" I PATCH ! 7 /27 /92 ! DH 4116 7/27/92 TL I p
RS 1 -2 ! 811 R 4 i PUNCTURE 18""X18"" I PATCH ! 7 /27 /92 i DH 4116 ' 7/28/92 CB ; p
R6 1 2 47 R 8 PUNCTURE 18""X18"" I PATCH , 7 /27 /92 • DH 4116 7 /28/92 CB P
R7 1 2 48 R 111 PUNCTURE ! 7 /27 /92 ' 7 /28/92 CB P 12··x1s--I PATCH DH 4116
3"" !EXT. DH 4116 ' 7 /27 /92 ' 7 /28/92 CB P
2 -3 4' 1EXT. DH 4116 0 SEAM DAMAGE 7 /27 /92 7 /28/92 CB P
2 -3 15""X15"" I PATCH DH 4116 4 SEAM DAMAGE : 7 /27 /92 , 7 /28/92 CB P
2 3 16""X16"" !PATCH DH 4116 5 AT . 7 /27 /92 ' 7 /28/92 CB P
2 3 15""X15"' I PATCH DH 4116 94 AT · 7 /27 /92 : 7 /27 /92 TL P
2 -3 1. IEXT. DH 4116 4 L 1 PUNCTURE , 7 /27 /92 ' 7 /28/92 CB P
2 -3 15""X15"" 1PATCH DH 4116 89 SEAN DAMAGE 7 /27 /92 7 /28/92 CB P
2 3 1' 'EXT. DH 4116 911 SEAM DAMAGE • 7 /27 /92 ' 7 /28/92 CB P
2 -3 18""X4' .. I PATCH DH 4116 91 SEAM DAMAGE , 7 /27 /92 · 7 /27 /92 TL P
3 -4 18""X15"" I PATCH DH 4116 4 AT · 7 /27 /92 , 7 /28/92 CB P
3 -4 18""X26"" 'PATCH DH 4116
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101 AT · 7 /27 /92 · 7 /28/92 CB P --------------------------~--------------------------3 -4 1' iEXT DH 4116 1112 SEAM DAMAGE 7 /27 /92 7 /28/92 CB P -----------~-~------------~~----------3 -4 15""X15"" !PATCH DH 4116 1 II 3 .5 SEAM DAMAGE · 7 /27 /92 • 7 /27 /92 TL P
--------llilil iiliil --liiil
iiiil
CAHOHIE EHUIROHMEHTAL SERUICES CORP. CHENTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
REPAIR SEAN LOCATION DES CR I PT ION HUMBER HUMBER OF DAMAGE R21 " -5 0 SEAN DAMAGE R22 4 -5 5 AT R23 .. -5 6 ... L 111 PUNCTURE R21J " -5 5 L 8 PUNCTURE R25 " -5 8 L 9 PUNCTURE
R26 " -5 111 L 7 PUNCTURE R27 " -5 "L 12 PUNCTURE R28 4 5 " L 211 PUNCTURE R29 4 -5 211 L 5 PUNCTURE R311 " 5 48.5 DS 1 R31 " -5 1117 .5 AT R32 4 -5 108.5 SEAN DAMAGE R33 4 -5 711 L 9 PUNCTURE R31J 4 -5 IJ4.5 L 8 PUNCTURE R35 .. -5 25 L 5 PUNCTURE R36 5 6 ll SEAN DAMAGE R37 5 -6 4 AT
R38 5 -6 1119 AT R39 5 -6 110 SEAN DAMAGE R40 5 -6 109 l 6 PUNCTURE
REPAIR REPORT
SIZE OF ,REPAIR REPAIR WELDER MACHINE REPAIR !METHOD DATE HUMBER 18"X4' !PATCH 7 /27 /92 DH IJll6 \15"X18" 1PATCH . 7 /27 /92 : DH ""6 16"X15" I PATCH ' 7 /27 /92 : DH IJll6 15"X14" I PATCH ; 7 /27 /92 , DH IJll6 15"X15" I PATCH i 7 /27 /92 ! DH ... 116 15·•x15" I PATCH ! 7 /27 /92 i DH ... 116 3" (2) !EXT. , 7 /27 /92 ; DH IJll6 3•· (2) iEXT. ! 7 /27 /92 : DH ... 116 4•• IEXT. . 7 /27 /92 : DH IJll6 211"X5' I PATCH • 7 /27 /92 DH IJll6 1s··x24•• ,PATCH : 7/27/92 · DH IJll6 5· i EXT. • 7 /27 /92 ' DH 4116 6'X4' !EXT. :7/27/92. DH IJll6 6"")(4" ;EXT. :7/27/92• DH ... 116 3•• 'EXT. . 7 /27 /92 ' DH IJll6 4' 'EXT. , 7/27/92 DH IJll6 15""X15" 'PATCH · 7/27/92 DH ... 116 12··x12·· '.PATCH . 7/27/92 DH IJll6
5' tEXT. 7/27/92 DH 406 12""l:24" :PATCH · 7 /27 /92 DH 1Jll6
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TEST TECH. RESULT
DATE
7/28/92 CB p
7/28/92 CB p
7 /28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/27/92 TL p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/28/92 CB p
7/27/92 TL p
7/28/92 CB p
CAHOHIE EHUIROHMEHTAL SERUICES CORP.
CHEMTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 7/8
REPAIR SEAN LOCRTIOH DESCRIPTION
HUMBER HUMBER OF DAMAGE
Rli1 5 - 6 97.5 SEAM LEAK
Rli2 6 -7 4 PRHEL EXTH.
Rli3 6 -7 1119 RT
R .. li 6 -7 111 .5 SEAM DAMAGE
Rli5 6 -7 111.5 R .. PAHEL EXTH.
R .. 6 6 - 7 25 R 2D PAHEL EXTH.
Rli7 7 -8 II SEAM DAMAGE
R .. 8 7 8 77 RT
Rli9 7 8 811 SEAM DAMAGE
RSII 7 -8 81 SEAM DAMAGE
R51 " -5 103 L 3.5 PUHCTURE
R52 " -5 98 L 12 WRINKLE
R53 II -5 87 L 12 lfR IHKLE
RSI! II -5 , 88 WRINKLE
.. -.
HEPA IR REPORT
SIZE OF REPAIR REPAIR ;WELDER MACHINE TEST TECH, RESULT
REPAIR METHOD DATE HUMBER DATE
16'"X16'" 'PATCH 7/27/92 DH lill6 7/28/92 CB p
5'X2II' ;PATCH · 7 /27 /92 DH .. 116 7/27/92 CB p
15'"X15"' !PATCH • 7 /27 /92 ' DH .. 116 7/28/92 CB p ... I PATCH : 7 /27 /92 ; DH .. 116 7/27/92 TL p
5·x211· I PATCH i 7 /27 /92 ' DH lill6 7/27/92 TL p
8'X211' I PATCH l 7 /27 /92 : DH .. 116 7/28/92 CB p
3'X12' I PATCH '7 /27 /92 : DH .. 116 7/28/92 CB p
2'X3' I PATCH : 7/27/92' DH .. 116 7/28/92 CB p
1. !EXT. 7/27/92 · DH .. 116 7/27/92 TL p
2'X3' !PATCH · 7 /27 /92 , DH lill6 7 /27 /92 TL p
28"'X26 .. iPRTCH · 7 /29/92 . RP lill6 7/29/92 CB p
5•xs· ,PATCH . 7 /29/92 . RP lill6 7'/29/92 CB p
13""X1S"" 1PATCH · 7/29/92 , RP "116 7 /29/92 CB p
9' >EXT. , 7 /29/92 • RP .. 116 7/29/92 CB p
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 9
FIELD TRIAL SEAMS
!TEST WELDER i DATE
! it ' . i 1
I 6 - 4
2
BK
DH
DH
7/14/~2
!/14/~?
7/15/92
-...
TIME MACHINE MACHINE
3:00
3:00
8:55
NUMBER
307 .. -
406
406
TEMP.
359
400
515
PEEL -BREAK SHEAR -BREAK .RESULT:
(LB/!N) (L~/iNi ! (P/F) '
108 FTB i P
FTB FTB P
157 144 P
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CHEMTRONICS SITE REMEDIATION
QI\/QC SUMMARY REPORT
I DA 9
I PANEL PLACEMENT REPORT
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2:45
3:10 ... ,. 3:25
3:30
PANEL
NUMBER
1
2
3
3A
DATE ROLL ... -. ·--. PLACED NUMBER
7/14/92 7268
7/14/!}2 7268
7/14/92 7268
7/14/92 7268
LENGTH DAMAGE/COMMENTS --·· FT
108
111
56
57
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 9
! SEAM ! DATE ' TIME
' # . i 1 - 2 i7/14/92i 3:10
:2 -3,i/14/92! 3:30
2 -3A f;i4;ij:i I 3:40
3 -3A 7 /14/92 4:10
PANEL
NUMBERS
1 / 2
_2 / _3
2 /_ 3A
3 / 3A
I_
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I
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I
I
I
I
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I_
I
FIELD SEAMING REPORT
• SEAMING' SEP,~ i MACHINE
METHOD '. LEN_GTH: NUMBER
FUSION 108 307 ---·--·-·--·-
FUSION 56 307 . . ------. . ---· '"'
FUSION 57 307 -· --.. --------
FUSION 9 406
WELDER
. ... BK
BK si<
DH
rEivlP~R~fu_RE,
MA_C:HINE/1\IR :
~§1 / ~6
~§1 / ~6
~§! /_ ~4
400 I 84
I
I
I
I
I_
I
I
I
I
I_
I
I_
I_
I
I_
I
I_
I
... ·--·· I
I_
I
I
I
I_
-I
l
I
I
I
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I
I
I
I
I
I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 9
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS
SEAM SECTION DATE TECH. TEST !TIME iP~ESSURE .. -I.
NUMBER OF SEAM METHOD ,ST ART: END ,START: END
1 -2 0 -END 7/14/92 TM AIR i 4:02 4:07 30 30
2 -3A 0 -14.5 !/14/!32 JR VB
2 -3A 14.5-END 7/14/f:!2 JR AIR 4:12 4:17 30 28.5
2 -3 0 - 7 7/14/!32 JR VB -
2 -3 7 -42 !/14/!3? JR AIR 4:03 4:10 30 30 --'' --~-
2 - 3 42 -f:ND 7/14/1!? JR VB
3 -3A 0 -END 7 /14/92 JR VB
'iiii=F.
0
1.5
0
I
I
I
!
RESULT·
p
p
p
p
""" p
p
I I,
I'
I
I
I
I
I
I
I
I
11
I
I
I
I
I
I
I
I
I
I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 9
DESTRUCTIVE TEST REPORT
TEST
#
DS 1
• SEAM
#
• 2 / 3A'
I l
I
'
DATE
7/14/92
· LOCATION i REASON • i=oR TEST:
11 i ROUTINE i
WELDER i MACHINE ! FIELD; LAB i i-iuj,i_~ER I TEST TEST i
BK 307 . P p I
iiiiiil -. ---- -.... llill -lliiil ; iilil
NONIE EHUIROHMEHTAL SERUICES CORP.
EMTROHICS SITE REMEDIATION
/QC SUMMAR~ REPORT
9
REPAIR REPORT
·------------------------------·-· ··-----------. ----------·------:EPArn SEAM LOCATIOH DESCRIPTIOH SIZE OF 1RE!'AI~ REPA IF 'WELDER ---·-··----------------=
l~M_ll~R __ HUMBER-----------··--·--··--OF __ .DAMAGE ___ ···-REPA.1 R __ METHOD __ DATE··---
DH P.1 ~ -n 27 (l 4~"R PUMPTURE 0" EXT. 7/14/92 •' 0 -----------------------------------···-· ----------... ·----·--------r. 2 -2 89 (l 3r"R CUT 0" EX':'. 7 /14/92 " -----·-DH
R3 2 -3 52 CROSS TEE 21""):17"' PATCH 7 /14/92 DH
R4 2 -3 42 AT 14"X17"' PATCH 7/14/92 DH
RS 2 -3 6.3 AT 14"X14"' PATCH 7 /14/92 DH
R6 2 -3 C -6.3 SEAM DAMAGE Cl_ 3' EXT. 7/14/92 DH
R7 ~ 2 1 03 @ 3 ff" R HOLE -----------15""X18"' PATCH 7/14/92 DH ·-·----------····----------
!MACHINE
HUMBER
406
406
406
406
406
406
406
406
406
406
406
406
-iliil
TEST TEST TECH. RESULT
;METHOD 'DATE
UB 7/14/92 JR p
UB 7/14/92 JR p
UB 7 /14/92 JR p
UB 7/14/92 JR p
UB 7/14/92 JR p
UB 7/14/92 JR p
UB 7/14/92 JP. p
UB 7/14/92 JR p
UB 7/14/92 JR p
UB 7/15/92 JR p
UB 7 /15/Y2 JR p
UB 7/15/92 JR p
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 10/11
PANEL PLACEMENT REPORT
TIME PANEL DATE ROLL ... ---... NUMBER PLACED NUMBER .. --· .. --.. ---. -. --. -8:50 1 7/1§/9? 7919
9:10 2 ?/1§/fJ? 7919
9:40 3 7/1§/fJ? 7919
10:35 4 7/15/()2 7918 ..
1:20 5 7/1§/92 7918
2:05 6 7/1!5/fl? 7918
2:20 6A 7/1§/()2 7364
3:05 7 7/1§/fJ? 7364
3:25 8 7/15/fl? 7364
3:50 9 7 /1 !,/fl? -9501
12:55 10 7/16/!)2 9501
1: 15 11 7/16/()2 9490
2:10 12 7/16/fl? 9490
2:40 13 7/1~/!3? 9490
3:50 14 7/1~/!3? 7921 . .
4:05 15 7/1~/!32 7921
4:25 16 7/16/()2 9501
4:50 17 7/16/92 9501
1 :15 18 7 /17 /92 9063
1:25 19 7/17/92 9063
1 :40 20 7/17/92 9063
1:50 21 7/17/()2 7921
2:15 22 7/17/92 7921
LENGTH DAMAGE/COMMENTS
(FT)
112
118
122
131
139
110
35
145
145
147
143
136
131
126
117 ...
107
97
86
73
63
51
44
44
I
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I
I
I
I
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I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 10/11
FIELD TRIAL SEAMS
TEST WELDER DATE. TIME MACHINE MA<::HilllE ... "' ... --# NUMBER TEMP.
1 BK . !/1§/§l? 9:35 307 359
2 BK 7/1§/§l? 1 :15 307 359 '3 QH .. !!'1§/§1? 1 :40 406 §QQ 4 C:R. !/1!!/§l? 11 :30 305 773
5 QR. !IH!I!!? 1;Q§ 3Q§ 77:}
6 DH 7/17/§l? 8:20 406 §1§ 7 CR 7/17/§l? 1 :15 307 365
8 DH 7/1!/~? 1:35 40!! §1§ 9 BK 7/1! /§!? 2:10 305 773 10 JM 7/1~/~? 9:05 406 515
11 JM 11rn1~? 1:00 406 §1§ 12 DH 7/?Q/§l? 7:40 406 515
12R DH 7/?Q/§l? 7:55 406 515
13 DH 7 /?QI~? 12:55 406 520 14 JM 7/?Q/~? 1:05 406 520
PEEL-BREAK SHEAR-BREAK 'Rl:~lJL, T ... ·-· .. (LB/IN) (LB/IN) (P/F) FTB FTB p
FTB FTB p
FTB FTB p
124 144 p
1§1 157 p
138 164 p
13B 147 p
105 144 p
138 144 p
138 157 p
111 170 p
F 131 141 p
138 144 p
115 157 p
I
I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I DA 10/11
FIELD SEAMING REPORT
I
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I
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I
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I
SEAM
#
1-2
2-3
3-4
4-5
§-!?A
§-El
6A-7
6-7
7-8
8-9
El-!l
9-10
10-11
11-12
12-13
p-1~
14-15
1§-11;3
16-17
17-18
18-19
19-20
?Q:-?.1
21-22
DATE TIME
7/1§/!l? 9:50
7/1§/!l? 10:15
7 /1§/!l? 11,Q§
7/1§/1:!? 1 :08
7 /1 §/!l?. 1:30
!/1§/!l? ?:Q§
7 /1§/1:!? 2:25
7/1§/!l? 3:08
7/1§/!l? 3:30
7 /1§/92 4:10
7/1El/!l? 11 :40
7 /1El/!l?. 1:35
7/16/92 2:00
7/1El/!l2 2:45
7/l!l/!l? 3:25
7/l!l/92 3:50
7 /1!!/!l? 4:25
7 /H?f!l2 4:50
7/11,l/!l? 5:20
7/17/!l? 2:00
7/17/!l? 2:30
7 /17 /!l? 2:45
7/17/!l? 3.:Q6
7/17/1:12 3.:?Q
PANEL SEAMING SEAM MACHINE
NUMBERS METHOD LENGTH NUMBER ...... -· . 1 I 2 FlJSIQ!'J 115' 307
2 I 3 FUSION 120' 307 . -----. -.
3. I 4 FlJ§!Q!'J 127' 307
4 I 5 FUSION 135' 307 . . ------..
5 I 6A FUSION 33' 307 -. ----. -5 I 6 FlJ§!Q!'J 1 Q!l,fi' 307
6A I 7 FUSION 35' 307
6 I 7 FUSION 109' 307
7 I 8 FUSION 145' 307
8 I 9 FUSION 20' 307
El I 9 FU!:lIO!'J 128' 305
9 I 10 FUSION 146' 305
10 I 11 FUSION 140' 305
11 I 12 FUSION 133' 305
12 I 13 FUSION 1?!l,5' 305
13 I 1,i I FUSION 122' 305
1 !i i FlJ~tQN
.... ,.
14 I 112' .305
15 I 16 ! FUSION 102.5' 305
16 I 17 i FUSION 92' 305
17 I 18 I FUSION 80' 305 ----I -------18 I 19 , FUSION f;l!l, §' 305
19 I ?O I FUSiON 58.5' 305
20 I 21 FU$IQ!'J 44' 305
21 I 22 FUSIQ!'J 44' 305
I
I
I
I
I
I
WELDER TEMPERATURE
MACHINE/AIR
El~ 359 I 85
BK 359 I 85
ElK 3.§!l I El§
BK 359 I 89
BK 3§6 I 90
ElK 356 I !lQ
BK 356 I 90
BK 359 I 88
BK 359 I 86
BK 359 I 86
CR 770 I 86
CR 770 I 86
CR 770 I 90
CR 769 I 92
CR 764 I !lQ CR 770 I 88
CR 773 I 85
CR 774 I 83
CR 772 I 83
BK 772 I 86
BK 770 I 84
BK 774 I 84
BK 772 I Elf,l
BK 774 I El4
I
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I CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I DA 10/11
I
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I
SEAM . ---··-····
NUMBER . -.... -----. -
1 -2
2 -3
2 -3
3 -4
3 -4
3 -4
4 -5
4 -5
5 -6
5 -6
5 -6A
6 -7
6A -7
7 -8
8 -9
8 -9
8 -9
8 -9
9 -10
9 -10
9 -10
10 -11
10 -11
11 -12
11 -12
11 -12
6 -6A
12 -13
12 -13
12 -13 . -. \
SECTION -· --. -.
OF SEAM
0 -ENO ... . ... -....
0-107 -· .. ---...
107-END . -. . . -'•• .
0 -106 -. --
109-ENO . ---. --. --
1 Q\l'."El-!0.
0 -6
6 -END
0 -1
1 -ENO
0 -ENO
0 -END
0 -ENO
0 -END
0 -9
!:l -45
45 -115
115 -ENO
0 -9
9 -140
140-ENO
0 -3
3 -ENO
0 -7
7 -128
12 -END
o -!:NP
0 -5
5 -125
1?1?-!:1-!P
DATE TECH.
7/1§/\l? TM
7/1§/\l? TM
7/1~/\l? TM
7 /1§/\l? TM
7/1§/1:1? TM
7/1~/\l? TM.
7 /1§/\l? TM
7 /15/92 TM
-I •• ----·
7/17/1:1? CB
7/1§/\l? TM
7 /1§/\l? TM
7 /1§/\l? TM·
7/1§/\l? TM
7 /1§/\}2 TM
7/17/1:!2 CB
7 /1§/\l? TM
7 /1§/\l? TM
7/17/\l? CB
7 /17 /\l? CB
7/1§/\}2 TM
7 /17 /\J?, CB
7 /17 /\12 CB
7 /1f?/1:12 TM
7/17/1:1? CB
7 /1§/\l? TM
7/17 /\l? CB
7 /1§/1:1? TM
7 /17 /1:1? CB
7/17/1:1? TM
7/1!/9? CB
NON .DESIRUCTD/£ TEST REPORT
TEST TIME
METHOD ST ART
VB
AIR TEST RE$1JL, TS
PRESSURE
ENO START END
AIR 1 :50 1:55
VB
AIR 1 :49 1 :54
AIR 1 :50 1 :55
VB
VB
AIR 1 :58 2:03
R19
AIR 8:00 8:10
AIR 7:52 7:59
AIR 7:46 7:55
AIR 7:40 7:48
AIR 8:04 8:15
R 28, 30
AIR 1:12 1:20
AIR 1:15 1:25
R3~.
R34-36
AIR 2:30 2:40
R38
R39
AIR 2:40 2:50
R40
AIR 3:05 3:15
R 41
VB
R42
AIR 9:31 ' 9:36
R43
30
30
30
30
32
31
32
32
31
30
32
30
32
31
31
28
30
20
28
32
30
31
31
31
30
30
30
32
29
31
i
'RESULT
DIFF .
p
2 p
p
0 p
10 F
p
p
2 p
p
0 p
1 i P
1 p
1 p
0 p
p
0 p
2 p
p
p
0 p
0
2
0
p
p
p
p
p
p
p
p
p
p
I
I CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE, REMEDIATION
QA/QC SUMMARY REPORT
I DA 10/11
I NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS .. ---. --SECTION --· ..... -.. TEST TIME PRESSURE -.. --· ·-... -I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SEAM
NVMEll:~ p -14
13 -14
1'3 -14
13 -14
13 -14
14 -15
14 -15
15 -16
15 -16
16 -17
16 -17
16 -17
16 -17
17 -18
17 -18
18 -19.
18 -19
19 -20
19 -20
20 -21
20 -21
20 -21
OF SEAM
0 - 5
DATE TECH.
!/17/9_? CB
7/17/9_? TM
7/1?/f:I? TM
7/17/9_? TM
r.11:THQD §TART
R44
END START END DIFF.
5 -42
42 -85
85 -117
117-END
0 -7
7 -END
0 - 5
5 -END
0 -32
36 -92
36 -46
50 -78
0 - 9
9 -END
0 - 5
5 -ENO
0 - 5
5 -END
0 - 5
5 -39
39 -END
!/17 /f:I? CB
7/17/f:I? CB
7/17/f:I? TM
7 /??19_? CB
7 /17 /!!? TM
7/17/9? TM
7/17/f:I? TM
7/17/9? TM
7/17/9_? TM
7 /?2/9_? CB
7 /17 /!I? TM
7 /??/9? CB
7/17/9? TM
7 /17 /92 CB
7 /17 /§l? TM
7/??/9? CB
?/??/9_? CB
7 /?2/9_2 CB
AIR
AIR
AIR
R49
VB
10:02
10:10
11:10
10:09
10:20
11: 15
AIR 10:15 10:25
R66
AIR
AIR
AIR
AIR
AIR
Rll9, 7Q
11 :35
2:18
2:00
2:55
2:50
11 :45
2:28
2:01
3:03
3:04
AIR 3:55 4:00
R71
AIR 3:56 4:01
R 72
AIR 4:10 4:15
R75, 7tl
VB
R79,llQ
31
30
30
30
30
30
30
30
30
30
30
31
29
30
30
30
28
0
30
30
29
29
30 I 29
0
1
0
0
0
2
30
0
0
1
RESULT •
p
p
p
p
p
p
p
p
p
p
F
p
p
p
p
p
p
p
p
p
p
p
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 10/11
DESTRUCTIVE TEST REPORT
... TEST SEAM DATE LOCATION REASON WELDER MACHINE ... -·---· -# # F.QR JE:~T NUtv1~ER OS 1 4 -5 7/1~/~2 50 ROUTINE BK 307 -----. -·--OS 2 7 -8 7/l!l/~? 40 ROUTINE BK 307 OS 3 9 -10 7 /1§/~2 30 ROUTINE CR 305 ... ------. -·-OS 4 16 -17 _ 7 /1§/~? 32 ROUTINE CR 305 . ·----·-··•. -DS4A 14 -15 7/18/~? 40 RETEST CR 305
I -
FIELD LAB
TE:ST TEST
p p
p p
p p
F F
p p
•
--........ -----lliil-----
CRHOHIE EHUIROHHEHTAL SERUJCES CORP. CHEMTROHJCS SITE REMEDIATION
OA/OC SUMMARV REPORT
DA 10/11
REPA JR SEAM LOCAT! OH DESCP.! PT !OH HUHBEF. HUMBER OF DAMAGE ----·-· R1 1 -2 s.s SEAM DAMAGE r.2 -; -2 33.0 SEAM DAMAGE R3 1 -2 41. ll SEAM DAMAGE R4 1 -2 60 SEAM DAMAGE RS 1 -2 73 SEAM DAMAGE R6 1 -2. 75.5 BURN OUT R7 1 -2 65.5 L 8 PUNCTURE R8 1 -2 81 WRINKLE R9 1 -2 86.5 L ll.8 WRINKLE R10 1 -2 86.5 L 8.5 CUT R1"i n -3 107 AT L
R12 3 -.. 2 AT R13 3 -" 1 Ill! SEAM DAMAGE R14 3 -4 1111 AT R15 4 -5 1 SEAM DAMAGE R16 4 -5 6.5 AT R17 4 -5 5 ll DS, R18 4 5 103 L 3 PUNCTURE R19 5 -6A 32.5 AT ;:. ,, SEAM R211 5 -6 3, L 1-: • 5 PUNCTURE
REPAIR REPORT SHEET 1 OF 5
SIZE OF ;REf'A!R REPAIR •WELDER :MACHI HE TEST REPAIR METHOD DATE HUMBER DATE --------· 1.t; .. ~;14•• PATCH 7 /15/\12 DH "06 7 /17 /92 14'");32'" PATCH 7 /15/92 : DH "116 7 /17 /\12 1l!"X18" PATCH 7 /15/92 · DH "116 7/17/92 2J;"X6 O" PATCH 7/15/92 DH .. 116 7/17/92 9" EXT 7 /15/92 ' DH .. 116 7/17/92 6 .. EXT · 7 /15/92 · DH 4116 7/17/92 1 l!"'X1 ll" PATCH 7 /15/92 · DH 4116 7 /17 /92 ~. v-,.. PATCH 7/15/92 DH 4116 7/18/92 L n,
8' EXT 7/15/92 DH 4116 7/18/92 11"X16" PATCH 7/15/92 DH 406 7/18/92 14"X16" PATCH . 7 /15/92 DH 406 7/18/92 19"X36" PATCH 7/15/92 DH 406 7/18/92 7" EXT 7/15/92 DH 406 7/18/92 1l!"X46" PATCH 7/15/92 DH 4116 7/18/92 1R""X48"' PATCH 7/15/92 DH 406 7/18/92 12"X16" PATCH 7/15/92 DH 406 7/18/92 · 2:l"X5' PATCH 7 /15/92 DH 406 7 /18/92 19••:;24" PATCH ?/"'!5/92 DH 4116 7/18/92 2' X1 . 7' PATCH 7/17/92 DH 4116 7 /18/92 1z··x12·· PATCH 7/17.'92 DH 406 7/18/92
liiil
IECH. RESULT
BP p
BP p
BP p
BP p
BP p
BP p
BP p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
CB p
---11!!11] .. --liiiil liiiil liill iiill liill liiil -liill
CAHOHIE EHU IRIJNHEHTAL SERUICES CORP.
CHEMTROHICS SITE REHED !AT !OH
QA/QC SUHHARV REPORT
DA 10/11
REPAIR REPORT SHEET 2 OF 5
REPAI!l SEAH LOCATIOH DESCP. IP: !OH SIZE OF --··--·------·--REPAIP. REPA IP. WELDER :MACHINE TEST TECH. RESULT HUHBEH HUl'IBER OF DAMAGE REPAIR HETH OP DATE HUMBER DATE
fl'>" ~, 5 -6A 19 L 19 ------• PUNCTURE 12""X16"' PATCH 7/17/92 DH 406 7/18/92 CB p
R22 6A -7 0. D · SEAM DAMAGE 14""X14"" PATCH 7/17/92 DH 4116 7/18/92 CB p
R23 6A -7 311.5 PUNCTURE 18 .. X12 .. PATCH 7/17/92 DH 4116 7/18/92 CB p
R24 6A -7 32.5 X SEAM 1 s··x1 s·· PATCH 7 /17 /92 DH 4116 7 /18/92 CB p
R25 7 -8 38.5 DS 2 2"X4' PATCH 7/17/92 DH 4116 7 /18/92 CB p
R26 7 -8 19 L 21 PUNCTURE 4·• EXT 7 /17 /92 DH 4116 7 /18/92 CB p
R27 7 8 29 L 15 PUNCTURE 6"" E);T 7 /17 /92 DH 4116 7/18/92 CB p
R28 8 -9 0 SEAM DAMAGE 2"X4" PATCH 7 /17 /92 DH 4116 7/18/92 CB p
R29 8 -9 6.5 L 1 PUNCTURE 12··x12·· PATCH 7 /17 /92 DH 406 7 /18/92 CB p
R36 8 -9 9 AT 12··x15•· PATCH 7/17/92 DH 406 7 /18/92 CB p
R36 8 -9 4 -9 PATCH EXTN. 4' EXT. 7/17/92 DH 406 7 /17/92 CB p
R31 8 -9 45 AT 12··;,;15•· PATCH 7/17/92 DH 406 7/18/92 CB p
R32 8 -9 62 L 4 PUNCTURE 3"X5' PATCH 7 /17 /92 DH 406 7/18/92 CB p
R33 8 -9 114 SEAM PATCH 1·;;34· PATCH 7 /17 /92 DH 406 7 /18/92 CB p
R34 9 -111 0 SEAM DAMAGE 2 ";,;4' PATCH 7 /17 /92 DH 4116 7/18/92 CB p
R35 9 -16 4 SEAM DAMAGE 15·•;,;24•· PATCH 7/17/92 DH 406 7 /20/92 CB p
R36 9 -10 9 AT 1s··~;1s·· PATCH 7/17/92 DH 406 7 /2 0/92 CB p
R37 9. 16 36 OS 3 2"X4.S-' PATCH 7/17/92 DH 4116 7 /20/92 CB p
R38 9 -10 140 PUH~TURE 1z··:-:1 s-·· PATCH 7/17/92 DH 406 7 /20/92 CB p
~39 1U -11 0 AT 15"~\1~" PATCH -------· 7 /17 /92 Dli 406 7 /2U/92 CB p .. ------------· ···---R4C 1, -: L 5 AT 1,··::15·· PATCH 7/17/92 DH 4116 7/20/(]2 CB p
CAHOHIE EHIIIROHHEHTAL !:ERUICES CORP_
CHEHTROHIC$ SITE REHEDIATIOH
QA/QC SUHHARY REPORT
DA 1 0/11
REPAIR SEAM LOCATIOH DESCR I PTIOH
HUMBER HU.MB ER OF DAMAGE
R41 11 -12 127.ll SEAM DAMAGE
R42 12 -13 4.5 AT
R43 12 -13 124.5 SEAM DAMAGE
R44 13 14 5 AT
R45 13 -14 42 AT
R46 13 -14 63 SEAH DAMAGE
R47 13 -14 68.5 SEAM DAMAGE
R48 13 -14 85 AT
R .. 9 13 -14 116 AT
R50 1'1 -15 7 AT
R51 15 -16 93 SEAM DANAGE
R52 15 -16 5 AT
R53 15 -16 6 PUHCTURE
R54 15 -16 5 L 1.5 PUHCTURE
R55 2 -3 0 AT
R56 5 -6A 0 AT
R57 7 -8 0 AT
R58 11 -12 ll PRHEL E~;T.
R50 12 -13 ll L 15 PRHEL E~:T.
R6ll 16 -17 0 -EHD CAP
REPAIR REPORT SHEET 3 OF 5
------. ·-. SIZE OF REPAIR REPAIR WELDER HACHIHE TEST TECll. RESULT REPAIR METHOD DATE HUMBER DATC:
11··x13·· PATCH 7 /17 /92 DH 406 7 /2 0/92 CB p
12'"X15" PATCH 7/17/92 DH 406 7 /20/92 CB p
1ll"X13" PATCH 7 /17 /92 · DH 406 7 /2 0/92 CB p
15"':(15"' PATCH 7/17/92 DH .. 06 7 /20/92 CB p
15"'X15" PATCH 7/17/92 DH .. 06 7 /20/92 CB p
1 ff .. X12"" PATCH 7 /17 /92 • DH .. 06 7/20/92 CB p
13");36" PATCH 7 /17 /92 DH .. 06 7 /20/92 CB p
12""X15" PATCH 7/17/92 · DH 406 7 /20/92 CB p
12"X12" PATCH 7/17/92 DH 406 7 /20/92 CB p
15"X15" PATCH 7/17/92 DH 406 7 /20/92 CB p
12"X15" PATCH 7 /17 /92 · DH .. 06 7 /20/92 CB p
12"'X42" PATCH 7/17/92 DH 406 7 /20/92 CB p
8" DIA. PATCH 7/17/92 DH 406 7 /20/92 CB p
111" X 1 ll" PATCH 7/17/92 DH .. 06 7 /20/92 CB p
8 .. X13 .. PATCH 7/18/92 JH 406 7/18/92 CB p
s--;.;13•• PATCH 7/18/92 JH 406 7/18/92 CB p
S"X1 ll" PATCH 7/18/92 JH 406 ·7/18/92 CB p
: • XI.:. PATCH 7/16/92 JM 406 7 /2 0/92 CB p
.t;' i~1~' PATCH 7/18/92 JH 406 7 /2 ll./92 CB p
CAP CAP 7/18/92 JH 406 7 /22/92 CB p
iiiil ---
l!!!!!!l!!l 1!11!1
CANOHIE ENUIROHHENTAL SERUICES CORP.
CHEMTRONICS SITE REHEDIATIOH
QA/OC SUMMARY REPORT
DA 10/11
REPAIR SEAM LOCATION DESCRIPTION
HUNBER HUMBER OF DAMAGE
R61 PANEL 1 PANEL 1 A.T. EXTH.
R62 1 -2 15 R 3 PUNCTURE
R63 14 -15 4 L 16 PUNCTURE
R64 14 -15 11 II L 15 PUNCTURE
R65 14 -15 40 -END SEA11 DAHAGE
R66 15 -16 ll -END SERI'! DAMAGE
R67 16 -17 II -4ll SEAi'! DAMAGE
R68 16 -17 40 -END SEAM DRNRGE
R69 17 -18 4 SERI'! DAMAGE
R70 17 -18 8 AT
R71 18 -19 5 AT
R""~' ,_ 19 -20 0 SEAM DAt1AGE
R73 19 -20 6 AT
R74 19 -20 49-5 AT
R75 20 -21 0 SEAM DAMAGE
R76 20--21 5 SEAM DAHACE
R77 20 -21 · 27 .5 SEAM DAMAGE
R78 211 -21 28 .5 SEAM DAHAGE
R79 20 -21 37 SEAM DAMAGE
RB~ 20 -21 39 SEAM DAMAGE .
~ iiiiiil (iii) -liiil --
REPAIR REPORT SHEET 4 OF 5
SIZE OF 'REPAIR REPA IP. \iELDER '11ACHIHE TC'I:'.,.. L" • TECH. RESULT REPAIR 11ETHOD llATE HUMBER DATE
H/A PANEL 7/18/92 JH 406 7 /18/92 CB p
8001'8" PATCH 7/18/92 JH 4ll6 7/18/92 CB p
111--i:12·· PATCH 7 /211/92 DH 4116 7/26/92 CB p .... E1'T 7 /211/92 DH 4116 7 /26/92 CB p
CAP CAP 7 /211/92 DH 4116 7 /20/92 CB p
CAP CAP 7 /211/92 DH 4116 7 /26/92 CB p
CAP CAP 7 /211/92 DH 4116 7/22/92 CB p
CAP CAP 7 /26/92 · DH 4116 7 /22/92 CB p
15··;,;3" PATCH 7 /2 0/92 DH 4116 7/22/92 CB p
1 o··i:12·· PATCH 7/28/92 DH 4116 7/22/92 CB p
15··;.;15•· PATCH 7 /20/92 DH 4116 7/22/92 CB p 2·x2.s· PATCH 7 /2 0/92 DH 4116 7 /22/92 CB p 1 c--::15•• PATCH 7 /20/92 DH 4ll6 7/22/92 CB p
15··x1s·· PATCH 7 /2 0/92 DH 11116 7 /22/92 CB p 1.s·x2· PATCH 7 /20/92 JH 4116 7 /22/92 CB p 1::-··x12·· PATCH 7 /2 0/92 DH 4ll6 7 /22/92 CB p
"""'' EXT 7 /2 0/92 DH .. 4116 7 /22/92 CB p 6 .. D:T 7/26/92 DH 406 7/22/92 CB p s·· EXT 7/20/92 DH 406 7 /22/92 CB p 1:··x-::·· ·PATCH 7 /? fl/92 DH 406 7/2'2/92 CB p
CAHOHIE EHUiROHMEHTAL SERUICES CORP.
CHEHTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 111/11
REPAIR
HUNBER
R 81
R 82
SEAM
HUMBER
20 -21
2ft -21
LOCATION DES CR I PTI OH
OF DAMAGE
37 R 8 PUNCTURE
37 R 12.5 PUNCTURE
REPAIR REPORT
SIZE OF 'REPAIR
REPAIR METHOD
3'" El:T
4'" El:T
SHEET 5 OF 5
REPAIR 'I/ELDER 'MACHI HE TEST TECH. RESULT
DATE HUMBER DATE
7 /211/92 · DH loll6 7 /22/92 CB p
7 /211/92 DH 4116 7/22/92 CB p
I
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I DA 23
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TIME
8:20 -·--------.
8:40
8:50
9:05
9:20
9:35
10:05
10:30
10:40
11 :15
11 :40
1:05 ···----.. 1:20
1:40
1:55
2:20
2:40
PANEL PLACEMENT REPORT
PANEL
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
DATE ROLL LENGTH .. ···---.
PLI\_C_EQ . N~_~!)_ER (F_T)
7 /21/92 ~Q~} _ J_Q4_ .
U?Y~? . . . . . !l4!l1 ... . 1 Q~-~
7 /21 /92 ..... !l<l~1 ..
7/?1/!l? . . ~4!1! .
I !(21 /~? . . ~~Q~ .
7/21/92 9606
t/?1 i~? . ~~6~
U?1 /!l? . ~~4}
U?1/!l2 8943
I/?1 /!l? . ~!l43
U?1 /!l2 . !l4!l4 .
I/?1/!l? 9494
I/?1/!l2 9494
!(21/!l? !l4~!l
7/21 /!l2 9489
!/21/!l? 9489
7 /21192 9489
109.5
113.5 ... ·--·---·-. -
117
120
121
123
122
119 --.. - ---.
116 -----,.
113
110
106
101.5
84.5 ··---------
69
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DAMAGE/CQ_fll1f:,1_Ef:JT_S
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 23
FIELD SEAMING REPORT
..
SEAM DATE TIME PANEL
# -
1. -2 u21 /!:12 !3=~§
2 - 3 Z/21 /!:l2 !l:Q0
3 - 4 !/?1 /!:12 !!:2Q '
4 - 5 7 /21/92 9:40 1·· ... ··-. . ..... .
5 - 6 17/?1/92 10:?Q
6 -7 I/21/~? 19:~§
7 -8 !/?1/~2 J1:QQ
8 - 9 7/?1/£12 1.1:30
9 -10 I/21/!:12 1:1Q
10.-11 I/?1/!!? 1:3Q
11 -1? U?1/~2 1:50 ·
1? "'." 13 !/21/~? 2:19
1 ~ :: 14 ?/?1 /9? ?:3Q
11 -:-1§ 7/?1/!:l? 2:4§
1§ -:-16 I/21/9? ~:!Q
16 -17 7/21/92 3:25
.. -. -·· -·-·---NU M 8 E RS
1/?
? I 3
3 / 1
1 / § .. s. / ~
6 / Z
! I !3 .a I 9
9. / 10
10 / 11
11 / 12
1? / 13
13 / 11
11 / 1§
15. / !6
16 / 17
/
!
. .!
j
.... I
.!.
j
.!
!
I
!
!
!
I
SEAMING ------------·
METHOD -·· ------
FUSION --------··
FUSION ---------FUSION --· -------.
FUSION
FUSION --·· -----· ..
FUSION -··· ------FUSION --------FUSION
FUSION ----------
FUSION -·--------
FUSION ... -·-----.
FUSION -' --~ -----
FUSION
FUSION . ---------·
FUSION --· ,, _____ _
FUSION
SEAM -----...
LEN_G.TH
JQ~
107
112
115 -. ·---. 119 -----.
J2JJa5
122
123.5
J?Q,§
117.5
115
111
. JQ!:l ..
103 ·-· ---. 100
69
. .•...... 1·· ·-· -·•-· --···----· ·-·
MAC.H_I_N_E : W.Ei,, D_EFI TE!vl_P I:_~.~ TlJ _R_E
NUME!_ER I MA_~_H_IN.E/t\IR
307 I BK 354 / 71
~Q7 i BK ~§Q/}2
30! BK ~§!:! I Z1 .
3QI !:II<. . ~S.!3 L!! .~oz. .. !!~... ~1!:1./ .Z!3
30!. BK ~§6 /!3Q
~Q! BK . . . . ~5.4 / !33
307 . !!~ .. ~!3! / !31
307 BK . ~§!3/ !3!3
307 BK ...... ~S.! / ~1
307 BK . ~§!:! / ~9
307 . ~K J§Q /~1
307 BK ..... 353/ 87
307 BK ... -· 353/ 91 .
307 . !!I< . .. 352/ .90.
307 BK ...... ~!55./ 9?
-···········-· -----··-·-I-······-····
....... ·········----·-·--•-. ./. __
.... ····-··--·---·--·---/ .•.. ·······-·
... ···------··-·--··-··· I ····--·-·
..... ··-·---,--! -·-·-
·--·-···-·l--.. ·-
.--.I·---·-··-·--·-----·----! -· ··-·
. ··-·-·---··-··-·--·-·· I ···-·-·
. -·-· ---.. -···-······-I···-···---·
I
./_ ---· --·-
··· · ·-•-···---·······-... / ......•.....
. . ... ... -.... -·-------···· ... / .... ···-····
..... ·----·· ----I ···--·-·
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CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 23
SEAM _9_E:C_TJON I DATE TECH.
_ # _ OF SEAM ! _ _ _
1 - 2 0 -END 17/21/92 TM
2 - 3 0 -END 07/~1(~2 TM
3 - 4 0 - 5 7/?! /9_? Q 13
. ~ -4 5_ -7_0 !/?1/9_? TM
. ~ .. :: 4. JO -85_ U??/!:l? CB
3 - 4 85_ -107_ 7/21/92 TM
3 - 4 107 -END 7/?U!:!? CB
.4 ::-_5_ 0 -23 ?/?7/9_? CB
4 -5_ .2;3 -_7_6 7/?1/9_? TM
4-: 5_ _77 -110 7/?1./9_? TM
4 - 5 111 -END U??/9_? CB
5_ -!'i . . 0 _ - 1 _14 7 /21 /92 TM
5_ -ll 114 -END 7/27/9_? CB
6 - 7 0 - 5 ?/?7 /9_? CB
!'i -? 5_ -11E3.5_ ?/?1/9_? TM
6 - 7 5 ::-_11_6_.5 7 /22/92 TM
_!'i ::-L 116.5-END 7/27/92 CB
?. -: ~ O -_!5 _ ?/?.!/9__?. CB
7 - 8 5 -66.5 ?/??/!:!?_ . TM
. ! :: ~ !Q,5_ -117 ?_/??/lil? TM
_?_ ::. !'i __ 70~5 -11X !/?!/9_? TM
7' -_ ~. 117 -END U?!/9_? CB
~ ::-9_ . .. 0 -. 5_ _ !/?! /9_? CB
-~ -:: 9_ . 5_-:_ 11B0 5_ ?./??/9_?_ TM
8 -_9 118,5 -END,!/?!/9_? CB
9 -JQ O -5 17/?!/9_? CB
9_ -1Q 5 -119 7/??/9_? .. IM.
_9 __ ::_J_Q 119-Er:,ID U?'U9_? . C:B
1 Q - 1 1 _ 0 - 6 7/?4/9_? CB
19 .-:: .. 11 6_ ::. 1JQ,5_ ?/?;U9_? . I~
1Q.::J1110.5 -END7/27/9_2. CB
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS
TEST TIME .. -------·-----.,,,____ -. -----------.
----· ---·· ------· -·-----. PRESSURE RESULT
METHOD START END ----·-----------.............. ,.
START END DIFF.
• • + ----•••• ,. ---·-·----·----. ·----·· --·--. -AIR 9:41 9:46 . ----.. ··--------· 3Q ?8_ _2 ; p
_ AIR .. 9:42_ 9__:47 30 28.5 1.5 p
p R:3Q,~t __ _
_ti.JR . _ 9:58_ Jq_:06
. ~:3,_4 -----.. ···---
AIR 10:02 10:08
R5,6 __
VB
... -···-----·
30
30
AIR 10:46 11:10 30
A.JcR 10:47 11:12 30
R9
AIR 11:15 11:22 30
R:3_4,;35
R38 !
AIR . r:,ll~ [ !<J/~ 30
AIR 9:38 I 9:48 30
R39
R41 ··-------AIR
AIR
"""'•'••--.
VB
R43 . --·-- -·---
_R4_-i,45
!:l:4Q _9_;50_
9:52 10:00
30
29
_[IJR_. JO:O(l 10:15 30.5
. B41'i,4! _ . __ ...
fl4f:!,_49 ·•
. ~~13. _10:13 10:18 30
R51 .. -------------·-...
R5_2,_53 .....
_AIR_ 10:28 _10:33 30
........ _, ___ ····-···-
29_
28
30
28
29
25
30
1
0
2
1
5
0
--------·--· .
------·--··--·--· p ··--·--·-· p
p
p
p
p
p
p
p
p
p
F
p
p
p
30 0 P -··--------·--..... --------------· ·-
19 10 F
30
28 2
p
p ---·---·-p
p .... , ---.. , •.... p
p
p
p
. -·-·--p ---. --·--·-
28 . _2 P
p _fl5_4,55 .. ... . .... --... ------------------------------
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 23
i SEAM i SECTION
i . # .. • OF SE}\tv1
11 -12 6 -46.5 -

-

-
-·
11 -12 0 -

6

-. . -·
11 -12 6 -11.5
-·-.. ------

-
11 -12 11.5 -40
.. -. -. ---... . --·
11 -12 40 -:' 4~-?
11 -12 46.5-50.5 ---. ··--
11 -12 50.5 -109
11 -12 109 -ENO
12 -13 0 -

5

-·--

-
-'"
12 -13 5 -105
--· .. ---I -... -... -
1? -13( 10~ -~ND
13 -14 0 -

5

-------.
13 -14 5 -104 -·--

-

-
----. ---
13 -14 104 -END . . .
14 -15 0 -

6

14 -15 6 -98 --. -------·--
~.4.-: 1§: 98 -ENO
15 -16 0 -

6

---. -----
1 § -1~ 6 -9!5
15 -16 95 -END
. -.
16 -17 0 -

5

-----· ----
16 -17 5 -64
----·----. --
16 -17 64 -END
DATE
?!??Iii?
7/27/92
!!?I/Ii?
7/27/92
7/27 /92
7/27/92
!!??Iii?
?l?U'l?
7/?I/li2
?!??!~?
?!?II~?
?/??/11?
?1??111?
7/?I/11?
7/27/92
17 /22/92
ii/ii/92.
ij i21 /92
Il??/11?
?/?4/11?
. 7 /24/92
7/?:3/11?
7/27/92
NON DESTRUCTIVE TEST REPORT
TECH. TEsT · riME ArR TE!IE~iD~~fs· IREsui_ r
. METHOD STAiffl END srti._Rf Jfjj:i _o~i=F.:. --
TM . AIR 10:45 \ 10:50 30 26 4 F
ca· ·i'l10,11 · · · · 1 · ·· · p
··----····"----·----· \
CB .... R12, 13_ '
CB VB
. ---·---· ··----·-----
CB_ R5~57 _
<;:B .. B?I.
TM AIR ------·--·
<;:E3 . 13?8,§!! .
CB R14-16
10:43 10:55
!
fi,,, _ Ai~-11:15 • 1i:22
CB Bl?Q,'?1
CB _R_~7,JlL
. ,:~ __ AJB__. 11:34 11:42
913 .. 1319,?Q ..
CB . R?1,_?2
TM AIR 11:35: 11:42 ------
CB R23,24 i
I i
CB R(!4,§!5 ...... .
TM _f',_I13__. 11:45 ! 1:45
CB . R~9J?Cl
TL R71 .. ---········
TM AIR 7:20 7:30
-··--·--
CB __ f3:7<1,?_§_ . _
....
31 31
30 30
··-----0
0
p
p
p
p
p
p
p
p
p
p
30 ... ;30 ....... Q ........ E
30 30
30 30
30 30
0
0
0
p
p
p
p
p
p
p
p
p
p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 23
DESTRUCTIVE TEST REPORT
TEST
JL
.... !?~!
DS2 . ""• --·--
DS3 . -

-
----
DS4
i SEAM
.#
3 -

4

7 -

8

11 -12 . ---16 -17
DATE
I/21/9-?
I/?1/9-?
?/?1/9-?
7/21/92
-·-------··1------LOC:/l,JIQ.~ _ 8~A.~9N _
___ ··--FOR. TEST
JJ._5_ ... 8QlJDN~
67 ROUTINE
""""-•-·---------------·
_. 50 .... ROUTINE
30 ROUTINE
WELDER
BK
BK
BK
BK
~AC:!J.I_N ~ F_IE _L_D _L_A_B_
.NUMBER. TEST JE_SL
. JQL . E
307 P .... --·---·-·-307 P .. ---· -----------·. --· . 307 P
. -··· ·-·------········-..... ·--. -·
p
p
p
p
CANONIE ENUIRONNENTAL SERUICES CORP.
CHENTRONICS SITE RENEDIATION
QA/QC SUMMARY REPORT
DA 23
REPAIR REPORT
REPAIR SEAN LOCATION DESCRIPTI OH SIZE OF REPAIR REPAIR WELDER HACH I HE TEST TECH. RESULT II II OF DAMAGE REPAIR METHOD DATE HUMBER DATE R1 1 !l -19 63 PANEL EXTH. 2.s·x2· PATCH 7/21/92 DH 406 7/22/92 CB p R2 16 -17 4.5 R 5.5 PUNCTURE 2 O""X2 O"" PATCH 7 /21 /92 DH 406 7/22/92 CB p R3 3 -4 70 DS1 8"X28"" PATCH . 7 /23/92 RP 408 7/27/92 CB F R3R 3 -4 7D REWELD 2' EXT. · 7 /27 /92 DH 406 7/28/92 CB p R4 3 -4 8" AT 18""X3 O"" PATCH 7 /23/92 · RP 408 7/27/92 CB p RS 3 -" 108.5 AT 16""X28"' PATCH I 7 /23/92 : RP "DB 7/27/92 CB p R6 3 -" 109 PUNCTURE 18""X24'" PATCH ' 7 /23/92 · RP "08 7/27/92 CB p R7 " 5 75 AT 12--x20--PATCH i 7 /23/92 , RP 408 7/27/92 CB p R!l 4 -5 1 DB .5 R 3 PUNCTURE :2.s·x3_5• PATCH . 7 /23/92 • RP "D8 7/27/92 CB p R9 4 5 111 SEAM DAMAGE 4' EXT. 7/23/92 RP 41111 7/27/92 CB p R10 11 -12 0 SEAM DAMAGE 5' EXT. 7/23/92 DH 406 7/27/92 CB p R11 11 -12 5 AT 2 O""X12" PATCH 7 /23/92 · DH 406 7/27/92 CB p R12 11 -12 11.5 SEAM DAMAGE 16""X16" PATCH 7/23/92 DH 406 7/27/92 CB p
R13 11 -12 6 SEAM DAMAGE 5· EXT. 7 /23/92 · DH 406 7 /27 /92 CB p R14 12 -13 ' 0 SEAM DAMAGE 3. EXT. . 7 /23/92 DH 406 7 /27 /92 CB p R15 12 -13 3 SEAM DAMAGE 15"X12"" PATCH 7/23/92 DH 406 7/27/92 CB p R16 12 -13 5 AT 18"X18" PATCH 7 /23/92 DH 406 7/27/92 CB p R17 13 -14 5 AT 16"X16" PATCH 7/23/92 DH 406 7/27/92 CB p R18 13 -14 0 SEAM DAMAGE 5' EXT. 7 /23/92 DH 406 7/27/92 CB p R19 13 -14 103 AT 27"X16" PATCH 7/23/92 RP 408 7/27/92 CB F R19R 13 -14 103 REWELD 5' EXT. 7/27/92 DH 406 7/28/92 CB p R20 13 -14 105 SEAM DAMAGE 4' EXT. . 7 /23/92 RP 408 7/27/92 CB p
CAHOHIE EHUIROHMEHTAL SERUICES CORP.
CHEMTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
DA 23
REPAIR SEAM LOCATION DESCH I PTI OH HUMBER HUMBER OF DAMAGE
R21 111 -15 II SEAH DAMAGE R22 111 -15 7 AT
R23 111 -15 97 AT
R211 111 -15 98 SEAM DAMAGE R25 2 3 3 L 2.5 DEHT
R26 2 -3 5 R 1 PUNCTURE
R27 2 -

3

9 L 3 DEHT
R28 2 -3 13.5 L 2.5 DEHT R29 2 3· 22 L 2.5 DENT R311 3 -" 1.5 SEAM DAMAGE
R31 3 -" 5 AT
R32 4 -5 16 SEAH DAMAGE
R33 4 -5 211.5 AT
R311 5 -

6

11.li AT
R35 5 -

6

115 SEAH DAMAGE
R36 3 -" 1118 SEAH DAMAGE R37 3 -

4

111 SEAH DAMAGE
R38 6 -

7

5 AT
R39 6 -

7

114.5 AT R411 7 -

8

66 DS2
REPAIR REPORT
SIZE OF REPAIR REPAIR ;WELDER MACHI HE TEST TECH. RESULT REPAIR METHOD DATE HUMBER DATE 7. EXT. · 7 /23/92 • DH 4116 7/27/92 CB p 16'"X15"' PATCH · 7 /23/92 DH 4116 7/27/92 CB p 1ll'"X15"' . ; PATCH • 7 /23/92 ; RP 4118 7/27/92 CB p 5' EXT. • 7 /23/92 ; RP 4118 7/27/92 CB p 1.li'"X16"" PATCH : 7 /24/92 i DH Jill6 7/27/92 CB p 15'"X17" PATCH i 7 /2.li/92 ! DH Jill6 7/27/92 CB p 111""X15"" PATCH i 7 /2.li/92 ! DH Jill6 7/27/92 CB p 3"" EXT • 7 /24/92 ' DH 4116 7/27/92 CB p 3"' EXT · 7 /2.li/92 ' DH 4116 7/27/92 CB p 16""X3' PATCH 7 /2.li/92 · DH Jill6 7/27/92 CB p 16'"X16"' .PATCH . 7 /2.li/92 · DH 4116 7/27/92 CB p 12'"X12"' PATCH 7 /24/92 : DH Jill6 7 /27 /92 CB p 15"'X.li' PATCH · 7 /2.li/92 ' DH 4116 7/27/92 CB p 12'"X12"' PATCH 7 /2.li/92 ' RP 4118 7/27/92 CB p 4' EXT. 7 /24/92 • RP 4118 7/27/92 CB p 1' EXT. 7 /24/92 . DH Jill6 7/27/92 CB p 1. EXT. · 7 /24/92 DH 4116 7/27/92 CB p 16'"X1.li'" PATCH 7/2.li/92 · DH 4116 7127 /92 CB p 12'"X15'" PATCH 7 /24/92 · RP 4118 7/27/92 CB p 5.5'X2' PATCH 7 /24/92 RP i, 118 7/27/92 CB p
CAHOHIE EHUIROHHEHTAL SERUICES CORP.
CHEMTROHI CS SITE _REHED I ATIOH
QA/QC SUMMARY REPORT
DA 23
REPAIR SEAM LOCATION DESCR I PTIOH
NUNBER HUMBER OF DANA GE R41 7 -8 5 AT
R4:! 7 -

8

116 AT
R43 7 -

8

117 SEAM DAMAGE
R44 8 -9 0 AT
RIIS 8 -9 ll SEAN DAMAGE
Rll6 8 9 116.5 AT
R"6R 8 -9 116.5 REIIELD
R .. 7 8 -9 121.5 SEAN DAMAGE
R .. 8 9 111 0 SEAH DAHAGE
R .. 9 9 -111 4 AT
R51l 9 -111 114.5 AT
R51 9 -10 115 .5 SEAH DAHAGE
R51R 9 -10 115.5 REWELD
R52 111 11 0 SEAM DAHAGE
R53 111 -11 6 AT
R54 111 -11 11U.5 AT
R5 .. R 10 -11 110.5 REWELD
R55 111 -11 111.5 SEAH DAMAGE
R56 11 -12 .. u SEAH DAHAGE
R57 11 -12 .. 7 .5 DS3
R58 11 12 109 AT
R59 11 -12 110 SEAM DAHAGE
Ro II 12 -13 1 II .. AT
R60R 12 -13 104 RE WELD
REPAIR REPORT
SIZE OF REPAIR REPAIR :WELDER IHIICHIHE TEST TECH. RESULT REPAIR NETHOD DATE HUMBER DATE
12'"X15 .. PATCH 7 /24/92 · DH 11116 7/27/92 CB p 12 .. X15"" PATCH 7/24/92 RP 11118 7/27/92 CB p 5' EXT. 7 /24/92 RP 11118 7/27/92 CB p
15'"X15"" PATCH . 7 /24/92 : DH 11116 7 /27 /92 CB p
1.5" EXT. • 7 /24/92 : DH 11116 7/27/92 CB p 4"X5" PATCH : 7 /2 .. /92 : RP .. 118 7 /27 /92 CB F 1. EXT. • 7 /27 /92 i DH .. 116 7/28/92 CB p
2· EXT. ' 7 /2 .. /92 : RP 11118 7/27/92 CB p
4' EXT. ; 7 /24/92 : DH .. 116 7/27/92 CB p
1s··x211·· PATCH • 7 /24/92 : DH .. 116 7/27/92 CB p
15'"X15"" PATCH 7 /24/92 : RP .. us 7/27/92 CB p
5' EXT. ; 7 /2 .. /92 • RP .. 118 7/27/92 CB F 1. EXT. 7/27/92. DH .. 116 7/28/92 CB p
6' EXT. 7/2 .. /92 DH .. 116 7/27/92 CB p
1O'"X14"" PATCH 7 /24/92 · DH .. 116 7/27/92 CB p
15 .. X13"" PATCH : 7 /24/92 RP 11118 7/27/92 CB F 3'" EXT. 7/27/92 DH .. u6 7/28/92 CB p
6' EXT. , 7 /24/92 . RP .. 118 7 /27 /92 CB p · 12 .. x1s·· PATCH : 7 /24/92 DH .. 116 7/27/92 CB p
3"X5.5' PATCH 7/2 .. /92 DH .. 116 7 /27 /92 CB p
12'"X15"" PATCH 7/24/92 RP .. 118 7/27/92 CB p 5' EXT. 7/24/92 RP 411~ 7 /27 /92 CB p
15'"X15"" PATCH 7 /24/92 . RP 4118 7/27/92 CB F
:]"· EXT. 7/27/92 DH 406 7 /28/92 CB p
CANOHIE EHUIROHMEHTAL SERUJC!:S CORP.
CHEMTROHICS SITE REMEDIATIOH
QA/QC SUMMARY REPORT
DA 23
REPAIR SEAM LO CATI OH DESCRIPTIOH
HUMBER HUMBER OF DAMAGE
R61 12 -13 1115 SEAM DAMAGE
R62 11 -12 611 L 9.5 PUHCTURE
R63 14 -15 .... R 23.5 PATCH
R64 15 16 II SEAM DAMAGE
R65 15 16 5 AT
R66 15 -16 4 R 2.5 PUHCTURE
R67 15 -16 90 L 13 PUHCTURE
R68 15 -16 4 L 2 SEAM DAMAGE
R69 15 -16 94 AT
R71l 15 -16 95 SEAM DAMAGE
R71 16 -17 0 EXTH.
R72 16 -17 311 DS4
R73 16 -17 6>i L 7 PUNCTURE
R74 16 17 64 AT
R75 16 -17 65 SEAM DAMAGE'
R76 PAHEL 17 311 -611 PAHEL EXTH.
1!77 14 -15 911 L 15 PUHCTURE
R78 111 -11 5 R 18 DEHT
R79 10 -11 5 R 1n DEHT
REPAIR REPORT
SIZE OF REPAIR REPAIR WELDER HACH I HE 'TEST TECH. RESULT
REPAIR METHOD DATE HUMBER iDATE
6' EXT. . 7 /24/92 . RP 4118 7 /27 /92 CB p
16"":X:111 .. PATCH . 7 /24/92 RP 4118 7/27/92 CB p
· 3'X23.5' PATCH . 7 /24/92 , DH 4116 7/27/92 CB p
5' EXT. ; 7 /24/92 : DH 4116 7/28/92 TL p
15""X15 .. PATCH ; 7 /24/92 ; DH 4116 7/27/92 CB p
16"X14" PATCH : 7 /24/92 ; DH 406 7 /27 /92 CB p
12 .. x12° PATCH • 7 /24/92 i RP 408 7/27/92 CB p
2.5' EXT. • 7 /24/92 . DH 4116 7 /27 /92 CB p
15"X18°0 PATCH 7 /24/92 . RP 4118 7/27/92 CB p
5' EXT. . 7 /24/92 . RP 4118 7 /27 /92 CB p
5'X6' PATCH . 7 /24/92 DH 406 7 /24/92 TL p
2·x5· PATCH 7 /24/92 · DH 406 7 /27 /92 CB p
16"'X24"" PATCH 7/2'4/92 DH 406 7 /24/92 TL p
16'"X24"" PATCH . 7 /24/92 · DH 4116 7/27/92 CB p
4 . EXT. · 7 /24/92 • DH 4116 7/27/92 CB p
5'X311' PATCH 7 /24/92 · DH 4116 7/24/92 TL p
15"X15" PATCH 7/27/92 DH 4116 7 /27 /92 CB p
4" EXT. 7 /27 /92 · DH 4116 7 /27 /92 CB p
2" EXT. 7/27/92 DH 4116 7/27/92 CB p
I
I CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I ACID PIT
SHEET 1 OF 2
I FIELD TRIAL SEAMS
I Tl;§T Wl;L,Ql;R. QAH: · T!M; tv1,c,,gr1rn1; Me-f;H!l'!s 13R.~, P;sLI 13R.K., §H!:AR
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. # ...
1 MILLER 9/10/92 10:00
2 KERN __ 9/10/92 _ 1:20
3 DOTSON 9/10/92 __ 1:50
:4 ____ MIL_LER 9/j 1/92 _7:50_
5 _ tv1!!-,h!:R. 9/11(9g ~::4§
6 JOHNSON 9/11 /92 _ 8:50
7 JOHNSON 9/11/92 8:50
_!) KERN __ 9/11 /92 10:00
9 K.E;RN _ 9/11/9? 1Q;QQ
10 DOTSON 9/11 /92 11 :00
11 K.sR.N 9/11/9? :3:QQ
12 K.i;RN 9/11 /9? :3:QQ
13 QQT§QN 9/11/9? :3::3Q
14 DOTSON 9/11 /92 3:30
15 QQT§QN 9/11/9? :3::3Q
16 DOTSON_ 9/11 /92 3:30
17 I l<l;flN. _ 9/1 ?/9? _ ?:3-Q
rn
1
1 K.;RN 9/1?/9? 1:§Q
19 K.!:R.N ___ 9/1 ?/9? _9::47
20 ·_KERN __ 9/12/92 12:55
?1 MH,L,i;R 9/1:4/9? _ ?;§;i
22 PAYNE _ 9/14/jl2 _8:10
23 f'AYNi; 9/H/9? 13::3§
. ?:4 f'AYNs 9/H/9? !l;§Q
25 QQT§QN. 9/H/9? .1: 1 §
26 M!!:!:!:R 9/1:4/9? J:1§
?! M!!:hl;R. 9/1:4/9? 1;:39
28 PAYNE __ 9/14/92 3:05
29 PAYNE 9/14/92 _3:30
30 K.!:R.N _ 9/1§/9? ?:99 )
! -I
I
l'Jlltvl131;fl Tl;tvlP, (!:,!3/!N.) f (L13/IN)
___ :4Q§ § 1 § --_ J :43-, 7 1 1 §§, 1
----:3Q7 _ 3-§9 _ _135,§ _ i _ 13-1,1
30§ :3§Q _ _ J:4§,:3 _ 1113,§
:4Q§ :4?!L -----
406 485 --------
3-Q§ 3-§Q.
3-Q§ 3-§Q ---.
:3()7 _ ~§9 _
:3()7 :39.9
:3Q§ :3§Q
:3()7 :3§9
3-97 :3§9
3-Q§ :3:4§
305 345
' 305 3-:4§
305 345
307 359
307 :3§9
307 :3§9
307 359
:4Q§ §1 Q
408 §113
408 517
<IQ§ §?Q
305 662
406 _ 510
406 515
408 480
408 510
:40§ 520
······--
1 §13,:4
--__ 158.4
J?Q,13
1 ??,:3
--
147
1:3?,?
1?:4
132.2
135.5
1:4?
1 :37, 1
1:3§,§
130.6
119,?
1:37, 1
--
119, 2
156.7
160
1§Q,?.
1 :37, 1
1 :37, 1
133.9
173-
137.1
150.2
137.1
156.7
1§:3,:3
143.7
174.7
1§9,13
153.5
153.5
173
flE~lJ LT
(P /F)
p
p
p
F
F
p
p
p
p
F
p
p
p
p
p
p
F
p
p
p
p
F
F
p
p
F
p
F
F
p
I
I
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I
I
I
I
I
I
I
I
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION_
QA/QC SUMMARY REPORT
ACIO PIT
SHEET 2 OF 2
FIELD TRIAL SEAMS
TEST WELDER DATE . ···--. ---------·-·-----# T!t.11: M~!::firr-.JE MAl::H!Ni: ElRK, Pl:l;Li ElRK, §Hi:AR
_ 31 __ PAYNE_ 9/15/92 8:00
_ 32 _ PAYNE 9/15/92 1:00
· 33 ___ MILLER_9/15/92 _1:00
__ ;34 ___ f'BYNf !U1§/9g 1 ;49
_35 _ PAYNE -19/15/92 _2:05
. ;3§. f'BYNi: 9/1§/9g g;Q§
__ ;31 J~i:RN ___ ,9f1§f9g 4:§Q
;3§ C:~RHiR 9f1§f_9g 4:§§
;39 K!cRII! 9f1§/9g §:1 §
40 _ MILLER 9/16/_92 _8:25
41 Ki:RN 9/1§/9g 9:4§
4g M!lJ,1:R 9/1§/9g 9:§Q
4;3 Ki:RN 9/1§/9g ;3:15
44 MILLER 9/16/92 J:?Q i
4§ Ki;Rll! 9/1§/9g 3:35
46 MILLER 9/16/92 3:40
47 Ki:Rll! 9/1? /9g 8:oo
4§ Ki;RN. 9/1?/9g 9:30
49 M!kkl;R 9/1!:l/9g ?:§Q
§Q Mikk!cR 9/1§/9g §l:go
§1 MH-ki;R 9/1!:l/9g 1Q:Q15
§g _ MH-kl;R 9/1§/9g JQ:10 _
§;3 ,:JQHN§Qll! 9/1!:1/9g 1Q:?Q
§4 Mit-,t,,i:R 9/1!:l/9g ;3:;3Q
§§ Mikkl:R 9/19/9? §:Q§
§El Mit,.t,.i:R 9/19/9g 1:Q§
§7 Mit,.ki:R 9/?1/9g §:QQ
§!:I Mikt,.i:R 9/g1/9? 1:Q§
§9 Mit,.t,.l:R 9/??/9g 1 Q:1§
_ElO MILl,,l:R 9/gg/9? 1Q:§Q
Ell Mikl,.i:R 9/?4/9g _ 9:Q§
Elg M!kk;R 9/?4/9? 9:45
11!1,JMEli;R Tl:MP, (l,,El/Ir,,J) (!--ElnN)
___ 4Q§ ___ §1Q 14§,;3 1El9,!!
408 510 ···---·· ·-·-·· 406 520 ---··· . ---
4Q!:I §1 Q
408 510 ·----·-· . _ 49§ §1Q
4Q§ §gQ
49!:I §1Q
406 §10
49§ §1 Q
408 514 ·-. -·---. ··-408 514 -----· --. --408 §14
408 514 -------·-
4QEl §14
40§ §14
4QE! §14
· 40§ §14
405 515 . -. --· -· ---406 510 ------. --406 510 ··----··--406 510 ··-----.
4QEl §1 Q
4QEl §1 Q
4QEl §1Q
406 510 .. , .. ,. --. -
406 510 ----·--. ---406 510
406 510 . -- --------406 510
406 525 . ----------
406 525 -· ----·----
120.8
1Q4,§
137.1
151.8
132.2
120.8
125.7
135.5
150
129
121
134
157
124
157
150
147
134
130.6
161.6
166.5
173
168.1
168.1
150
142
147
147
170
150
167
144
144
170
RESULT . -----·.
(P/F)
p
F
F
F
F
F
p
F
p
p
p
p
F
F
p
F
F
p
F
F
p
p
p
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p
p
p
F
p
F
p
I
I CANONIE ENVIRONMENTAL SERVICES
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
CORP.
I ACID PIT
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TIME
1:25 .. --. ---•.--·-.
1:50
2:15
4:00 ...
9:00 -----.,.
111:00 ·····--.. 11 :25
12:35
1: 15
1 :50 . --------·-~=?§ ..
4:13
5:05
5:30
7:30
9:10
9:20
9:30
9:35
9:45
10:00
10:05
10:40
10:55
11 :00
PANEL PLACEMENT REPORT
SHEET 1 OF 2
PANEL DATE ROLL .. ·---·--· -····--·· ·-----i NUMBER PLACED NUMBER ... ---------·--···-·--·----·· . ------------
1 __ 9/10/92 7278 -· .. ------..
2 9/10/92 6782 --
3 9/10/92 6770 ..
4 .. 9/10/92 6817
5 _ §/11/§? 7293 ------.
6 §/11/§l? 7270
7 §l/11/§l? 6808
8 . §/11/~? 7917 -
9 _9/11/92 6795 -
10 _§l/11/§l? 7249 ---. -------11 .. §/11/§l? 7280
12 §l/11/§)2 9481
13 §l/11 /§l? 9497
14 §l/11 /§)2 9496
15 ~/1 ?/§l? 8942
16 §l/1?/~2 7281
17 .... 9/12/92 7281
18 __ 9/12/92 7281
----
19 .. 9/12/92 7281 ..
20 §l/1 ?/!ii? 6771
21 §l/1 ?/!ii? 6771
22 _§l/1?/§l? 6771
23 §l/1?/§l? 6771
24 §)/1?/§l? 6891
25 .. §l/1?/§l? 7281
LENGTH Qll.fvl/\Qlc/COlvHv1 le I'! TS . --.. --·--. -.
400 ----··---.,.
401
400.5
384
369
385
400
400
400
396 ····---. 394
399
403
400
396
65
68 ..
74
77
79
85
92.5
99.5
106.5
33.5
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
TIME ---------
···-.. 1:10 . -·-·--·---1:20 -· .. --------
PANEL PLACEMENT REPORT
SHEET 2 OF 2
-.. ··--· -------. -----·-· PANEL DATE ROLL ··-··-------· ------·· ----. --NUMBER f'~~C:1:1) NUMBER -·----------. . ------·-------26 .. 9/12/92. 6891 ······ 27 .. 9/12/92" 6891 ···-·--·------··
LENGTH
134
77 ... --·---·· 2:00 28 _ 9/12/92 6818 115.5 .. -----...... . .. . ... 2:10 29 . -9/12/92. 6818 119 ---•--··· -----·· ---·-.,. ---· 2:25 30 .. 9/12/92 6818 121 ... -----·-. ----·-·---2:45 31 . 9./1 ?/9.? 6769 129 3:05 32 .. 9/12/92 6769 122 ------.•... --··----------... 3:20 33 . 9/12/92 6769 109 1 :12 34 •· !:)/14/92 6794 41 1 :20 35 . 9/14/92 6794 40 1:35 36 . 9./14/92 6794 39 2:15 37 . 9./1 :4(9.? 6794 66 2:40 38 9./1<1/9.2 6794 135 3 50 39 .9./1<1/9.2 6794 61 -. 4 25 40 . !:!/1Y9.? 6794 51 4 45 41 .. 9/14/92 6794 31.5 .. 5 35 42 . §1/1<1/9.? 6794 51 -.
[ '
[)J\fv11\<31:/C:Qfv1fv1 E II! TS
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CANONIE ENVIRONMENTAL SERVICES CORP.
QHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 1 OF 3
FIELD SEAMING REPORT
. -,.. - -. -
SEAM_ QATI=: T!MI=: PANEL
# . . #
1 / ? §l/1 Q/§l? _ ~:~§ .. 1 / ?
§!:ll.M!i'!G !
M!:Tt-iQQ
FUSION . -·---------
FUSION .1 /.2 .. 9/10/92 _2:05. 1 /_ 2
? I ~-§l/1Q/§l? ?;?§ ? I ~
~ I 4 JU1Q/§l? 4:1Q ~ / 4
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1Q / 11 l§l/11 /§lg ~::3Q 1 Q / 11
1Q / 11 :§l/11 /§lg ?:4§ 1 Q / 11 i 11 / 1? 1§1/11 /§l? 4:?§ 11 / 1?
1? / 1~ i§l/11/§l? §:1§ 1? / p
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14 / 1§ !§l/1?/~? 7:50 14 / 1§
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17 / 1 El !§l/1 ?/§l? 9:35 17 / 1 El
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?1 l ?? §l/1 ?!§l? 1 Q:4Q ?1 / ??
II ?? / ?~ §l/1 ?/§l? 11 ;Q§ ?? I ?:3 ?~ I ?4 §l/1 ?l§l? 11 :?4 ?~ I ?4
, 1§ / ?§ §l/1 ?/§l? 1: 17 1§ / ?§
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FUSION -""" -----.... --
FUSION -. -. ------
FUSION -' ---·· ---·. -_FUSION
FUSION
FUSION . ---------
FUSION -------· -FUSION . --.... -. -
FUSION ----·· --·· -
FlJ§IQr--J
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FlJ§!Qr--J
FUSION - -------. -FUSION -.... ··--·-
FlJ$IQN
FUSION -. .. ---·. -
FUSION . -------. -
.flJ§IOr--J
FUSION - -----·· --
FUSION ------·-· -FUSION ---------·-
FlJ§!QN
FlJ§IQN
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0 -219 -•.. , ----
222 -401 ---·---. 400.5
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247 -392 --. -----
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1§4,§
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I NlJM!!E;R ;
305 DOTSON --···-----· -. ·-·--···
307 KERN ---. ------. ---
305 DOTSON -----·------.--305 DOTSON ------------·-·-
}Q7 ~!:RN
305 <JOHNSON --· 1 · . -. 305 <JOHNSON
3Q7 [·-~~IN.
307 KERN ----- -·-· ... -
305 OHNSON
3()7 [ KE·R·N
307 i KERN
305 : DOTSON --··-J ----. ----··
307 ! Kl=:RN
305 1 DQT§ON
307 KERN
307 ' KERN
~Q7
307
307
307
307
307
307
307
307
~97
K'=Rr--J
KERN
KERN
~!:RN
K!:RN
K!:RN
KERN
KERN
KERN
~'=RN
T !:MP !:RAT 1,/ R!:
M ll. g H m !: 1 /l, rn
§§4 I§?
~§~ I §§
§§g I §4
§§? I §Q
]§§l I !!Q
~§QI !!Q
~§o I 77
3§~ I 77
}§9 I §g
~§0 I§§
~§§l I§§
}§§l I§§
~§0 I§§
~5§1 I §5
§75 / 77
}§§l I 7§
~§~ I §1
~!i§l / §1
~§§l I §1
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3§9 I§?
~§§l I 7§
~§§l I 7§
~§§l I 7§
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 2 OF 3
FIELD SEAMING REPORT
•• + -·----... SEAM __ DATE TIME PANEL i SEAMING 1 SEAM MACHINE ; -... --..... - . - I ....... ------t! # 'METHOD LENGTH NUMBER . ·-·. .. ------. --------. ---. .. --. .. ··-·-.. 24 /?!l §l/1?/!l? 2:16 ?'!/ ?8 FUSION 110 307
?§ L?§l !ll1?/!l? g,:i_Q 28/ 29 _ FUSION 121 307
?!l / :i_Q l§l/1 ?Ill? ?:§§ ?!l I 30 FUSION 117.5 307 . ------·---:3Q l :31 !l/_1 ?/!3? 3:10 :i_Q/ 31 fLJ§!QN 124 307
:i_1 l :i_g 1!l/1?/!l? 3:30 31 I 32 FUSION q:i_,§ 307
:3? I :3:i_ 1§)/1?,l§l? 4:05 32 I 33 FLJ§IQN 111 307 32 / 34_9/14/92 1:40 32 I 34 FUSION 35 305 -----·----15 I :3§ §l/14/!l? ?:?Q 15 I 36 FUSION 39 305
1§ I 35 !l/H/!l? g,:i_Q rn I :3Ei Fl,HHQN 40 39:i 33 I :3_7 9/14/92 3:12 33 I 37 FUSION 66 305 ~a ------·----I 33 9/14/92 3:00 38 I 33 FUSION 88 305 34 I 38 !l/H/!l? ?;§Q :34 I :3!3 Fl,J§IQN 47 305 1 I 41 !l/14/!l? 5:00 L/ 41 FUSION 47 -78.5 305 -·-----..... -1 I 40 !l/14/!l? 5:05 1 ( 40 FUSION 51 305 -·---... --27 I 4? !l/H/!l? §:4§ ?? I 4? Fl,J§IQN 51 :3Q5 38 I :J.!l 9/14/92 3:50 38 I 39 FUSION 61 305 " -----.. ----25 I 6 :!l/14/!l? 5:30 25 I 6 EXT. 370-403 408 -. -------25 I 5 !!l/H/!l? §:4Q ?§ I (i l:)(T, 24 408 25 I 4 :!l/1 §/!l? 8:25 25 I 4 EXT. 367-401 408 -------. 1 I 16 i!l/1 §/!l? 10:05 1 I 16 EXT. 0-:?1 408 2 I 16 !ll/1 §/!l? JQ:?Q 2 I 16 EXT. 21-23 408 2 I 17 !!l/1§/!l? 1Q:?§ 2 I 17 EXT. 23-44 408 3 I 17 !!l/1 §/!l? JQ:'!Q 3 I 17 EXT. 44-46 40!3 3 I 18 :!l/1 §/!l? 10:42 3 I 18 EXT. 46-67.5 408 26 ( ?_7 1!l/1 §IQ? 11 :07 26 I ------·· ---27 EXT, 92-END 406 4 I 18 i!l/1 §/!3? 11:1Q 4 I 18 EXT. E37,§ -§9,§ ! 408 ·---4 I 19 !l/1§/!l? 11 :20 4 I 19 !:)(T. §!3.§:-!31 4Q!l 25 ( 19 !l/1§/!3? 2:35 25 ( 19 EXT. 91-93 408 ?5 I 20 §l/1§/!l? ?:§Q 25 I 20 E)(T, !3:3-:114,§ 408 6 I 20 !l/1§/!3? 2:55 6 I 20 EXT. 114.5-116 408 6 I 21 !l/1§/!3? 2:56 6 I 21 ! EXT. 11§:1:3!3 408 7 ( 21 !3/1§/!l? 3:15 7 I 21 EXT. 138-140 408
W!:~PER 1T!:MPI;RATYRI;
MAgHINi;/ A!R KERN 359 ( 75
K!:RN :i_§§l I 75
KERN 359 I 77
KERN 359 I 77
K!:RN :3§Q I 77
K!:RN 359 I 77
DOTSON 350 I 73 -. --· --- --·-DOTSON 350 I 73 ---.... -----
PQT§QN :3:iO I 7:3 DOTSON 350 I 76 -----.. --DOTSON 350 ..... -----I 76
PQT§QN 350 I 76
DOTSON ----· -----609 I 85
DOTSON 609 --··-. ·--·-I 84
PQT§QN §Q!3 I 80
PQT§QN 350 ( 77
PAYNE 510 I 80 ....... --·
PAYNE §10 I 80
PAYN!; 510 ( 57
PAYNE 510 I 70
PAYNE §10 I 70
PAYNE §1Q .. -. ---I 70
I PAYNE §1Q I 70 .. --.... PAYNE 510 I 72
KERN 522 I 72
PAYNE 510 . ·-- - --·-I 72
PAYN!: 510 I 72
PAYNE 510 . -.. -.,. I 74
PAYN!: 510 I 74
PAYNE 510 I 80
PAYNE 510 I 80
PAYNE 510 I 80
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 3 OF 3
FIELD SEAMING REPORT
SEAM ()ATE: T!Mf P~NE:1,. i §!.=AMING i §!.=AM # . .. .. # . M!:TI-JQQ i b!:N~Tl-j
7/ ?? '9/15/92 _3:49 II??' E:1(:T. 1140-161.5 a I 22 9/15/92 3:47 f.l L?? . E:1(:T, 1§1,§-:-1§~
8 /.?~. 9/15/92 _3:53. 8_ / 23 EXT. 163-184.5
9 /. ?~ !l/1§/§!? 4:Q~ 9 I?~ EXT. 184.5-186
§!. / ?4 §!/1§/§!? 4:05 §! / 24 E:J<T, 186-208
1 Q / ?4 9/15/92 ~~r~ · 1.·.~-.11. ~-·.!_·_ [ ~~+: .. ~~~=~!~ 1Q / ?f.l §!/1§/§!?
11 / ?f.l [§!/1§/§!? 3:15 11 / ?f.l1 EXT. 232-233.5 I
11 / ?§! !§!/1§/!l? 3:20 11 / 29 I EXT. 233.5-254.5 I
12 / ?§! l§!/1§/§!? 3:45 it/ ?~I EXT. 254.5 R 7 1, 1? l :3Q §!/1 §/§!? 3:47 1? I 30 / !:)<T, }§1;gi1,§ ! 1 :3 1 :3Q i§!/1§/§!? t~~ H1 1 ~--.~. ·1· ~~+: 1, ?JJa~f~f§? ! 13 / ~1 §!/1§/§!?
14 / 31 §!/1§/§!? 4:15 14 / :31 i EXT. i 301-303.5 ,
14 / 32 §!/1§/§!? 4:20 14 / 3?i EJ<T. i 303.5-325 '
I 15 / 32 !l/1 §/§!? 4:30 15 / 32: EXT. . 325-327.5 ,
15 / 33 9/15/92 4::g 15 / 33j EXT. '32';-:s.::-347"_-5
36 / ~i ~/1§/~? 4:40 :3§ / 33i EXT. • ~47":§-j!jgjj
36 / 37 !l/1§/§!? 4:42 :31.l / :371 EXT. • :3§Q,§-:-:3§7,§
33 / :34 !l/1§/§!? 4:4Q :3:3 / ;3-t I E:J<T · ?§'
40 / 41 !l/1§/§!? 4:45 4Q / 41 !I EXT. 5' 35 / 36 !l/1§/!l? 1:?Q ~§ / ;3§ EXT. 8.5'
36 / 37 §!/11U§!? 1 :45 ~§ / ~7 EXT. 4'
37 / :3§ !l/1§/!l? 2: 1 o :37 / 38 E:J<T. 25'
I L.
fo,1,ll,C::1-j!N!_:
NlJMl_:l!:R
408
408
4Q!l
408
408
'!Q§
406
406
406
406
406
4Q§
406
406
406
406
406
406
4Qf.l
4Q!l
408
406
406
406
WELDER ----.. --··· ·-
CARTER --·-... --. -CARTER --------· ...
C::ART!:R
C::ART!.=R
Q,A.RT!.=R
t.libbE:R
Miblc!.=R
MILLER
MILLER
MILLER --·--· ..... .
"1ILL,ER
t.lll.,L!.=R ,
"1Il,.LE:R ,
MILLER
: t.lil,LER
I MILLER I . , · MILLER '
MILLER
CARTER ------. ---KERN
KERN i
Mitt~: I
t.lI(,,Lt:R I
'
TE:t.lf'ERA Tl,JR!.=
"11\C::HINl::/Jl!R
§1Q / 80
510 / 78
§1Q / 78
510 / 78
510 / 78
520 / 80
520 / 78
520 / 78
520 / 78
520 I 78
520 / 78
§?QI 71.l
520 / 78
520 / 78
520 / 78
520 / 78
§20 / 78
§20 / 76
§1() / 76
§1Q I 77
510 / 77
510 / 78
510 / 77
510 / 77
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 1 OF 6
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS §!,:Aiv! SECTION ()AT~ : TEGH, TEST TIME -iPREssu"Ri: --!R!:SlJI., T
i§TARiTE.NQ I! OFSEAM _ I METHOD STARTi !:CIJ() 'DIFF,' ' ' ~lH/~~i -----. -------\ ....... ' -1 o:ss·, ' 1 l.? ., Q_:Jl1& TM AIR 11 :Q? 38 I 36 i 2 p 1/ 2 81.5-221.5 _ TM AIR -----I 7:§7 34 34 i 0 p _/__/ __ 7:45 . • ---! ' 1 [_? _ 221.5-223.5 _ §!L.151§1? R! I p I 11 _g ... 223.5-256 .,, §!11.1 /§!? TM AIR 7:4Q _7:§7 37 35 1, 2 p 1 _/ 2 ---256-273 --§!/.1~/§!? R!l, R§! I p 1 I? __ 273 _-399 ___ §!/1Q/§!? TL A!R 4;~4 4:~7 31 20 i 11 F 1 L? 273 _-398 ____ 9/10/92 TL AIR 4:50 4:§7 34 33 I 1 p i ? L~ 0 -183.5 9/11/92 TL AIR 11 :00 11 :08 35 34 ' 1 p ------------. ----------' ?I 3 _183.5-184.5 _ §!/14/§!? R14 I p 2 /'.J _ 184.5-199.5_ 9/11/§!? TI., A!R . 11:Qg I 11 :Q9 37 ~!l 1 p ? !.~ 199.5-335 §!/11/§l? TL AIR 11 :04 I 11: 11 35 34 1 p -------------·
? I ~ 335-353 §!/14/§!? R17, 10 ! p ------·----.
? L~ _ 353-400.5 --9/11/92 T~ AIR 11 :20 i 11 :?7 37 37 0 p 3 /.4 0 -5 §l/1§/§l? R164 I p ______ ,, --
3 I l1 5 -§!,§ §!/1§/§!? Rrn7 p -,. .. ,. ' 3 I §l,§ -1Q,§ . §l/14/§l? R?O p -3 I 4 :, 10.5-48.5 §l/11/§l? TL AIR ---·-· ---·---12:55 1 :Q? 34 ' 33 1 p 3 I 4 48.5-124.5 §l/11/§l? TL AIR 12:4§ 12:55 35 ' 34 1 ' p 3 I 4 1 ?'!,§: 17?,§ _ §l/11 /§l? TL A!R 1:00 1 :07 34 34 0 p 3 I 4 172.5-393 §l/11/!l? TL AIR ··---------11 :42 : 12:30 35 33 2 I p 3 I 4 393 -400 §l/1§/§l? R1 Ei1 p -------·--· 4 I§ 0 -22 §!/14/§l? TL . -----· ·------AIR 8:40 !):§2 36 35 p 4 I 5 22 -27 §l/14/§l? R32 p ---. ----4 I 5 27 -104 §l/14/§l? TL AIR 8:27 !3:37 34 32 2 p -. --. ., ---4 I 5 104-126.5 .. §l/15/§l? R?!.l,?§l p 4 l. 5 _ 126.5-238 --§l/11 /§l? Tl AIR 1 :19 1 :?6 33 33 0 p 4 I 5 238 -240.5 §l/15/§l? R27 p 4 I 5 _240.5-282 §l/11 /§l? TL AIR 1:43 1 :50 34 34 0 p 4 I 5 282-284 §l/1 :Y§l? R2!l p -----·-----4 I 5 284-305 §l/11 /§l? TL AIR 1 50 1 §fl 32 32 0 p '. 4 I 5 305-367 §l/11/§l? TL AIR ------. ----1 55 2 05 32 31 1 p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT .
ACID PIT
SHEET 2 OF 6
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS
1NB~i~R §~gT!Qt-! DATE jTEgH. 1 T~S.T T!M~ END ·!i'R~$·s.u/·81: REs.u1= T !
.. §./'§. o£~Ei; ~!~!!~~' JJs 1Mf:JiioQ S.J~~Ti §:§:3 '§T~RT f:~Nl '[)~;F, : ,
_§/_§ --... __ L__/ __ ··--··
§ I § §§ ::: §!Q §!/H/§!? Tl,. ~!R . §:§Q §!:QQ ;3§ :34 1
§ / § ... §!Q : JQQ. §!/H/§!?. R:3§ ..
§ I § 1 QQ:: 1 ?Q §!/14/§!? TI,. AIR
§ / § 1 ?Q:--1 ?4 . §!/14/§!? R.:37
§ /.§ 1?4_-:171,§_ !:l/14/!:l? J1= AIR
§ I § 171,§::1 !§ §!/H/!1? 1 R.:3§
§ / § 17§,Q::3§!:l. !:l/11/§!2! Tl,. . AIR
~ ~ ~ sQ -~ls · ~~~:~~~! R+E§!
§ I 7 ~?~§~-§§,§ ~11!3/~gj R45
§ I 7 §§,§ .-:: ?!? !:l/1§/!:l? I C P
1 6 / 7 ?1?::?!§ §!/H/!:l?[ R.47
§ I 7 ?7§~:3!:l§ §!/11 /§!? J TL
7 I 8 Q -!:l §!/H/§!?i R50
7 / § §! :: 171,§ !:l/1'!/§!?! TL
7 I 8 171,§:1!4 !:l/14/§!?! R53
,7 I § 174~:3§§,§ §!/1-U§!?i TL
§ I §! . Q ::: §,§ . §!/J 4/§!?f R54
§ / §! §,§:: 1§?,§ . !:l/14/§!? i TL
§ / !:l . 1§?,§-::1§!:l _ !:l/14/!:l2i R56
8 / 9 . 1§§!:?Q? !:l/H/!:l?i TL
8 / 9 . ?9?::?Q§ !:l/H/!:l?: R59
8 /.9. 205-237.5_9/14/92i TL
§ I !:l 237.5-238.5 9/14/92; R60
§ I !:l ?:3§,§::?§!,§ !:l/H/!:12; TL
§ I §! ?§!,§-:-?7§ . §!/14/§!? R.§1 ::§:3
§ I §! ?7§-:-?§!§ .. §!/H/!:12' Tl,.
§ I §! ?!:l§::;3Q1_ !:l/H/!:l? R§4
§ I !:l :3Q1 :::3§1 §!/14/!:12 T 1=
8 I §! :3§1-:3§§ !:l/14/!:12 R65
§ I §! :3§§::4QQ §!/14/!:12 TL
AIR
AIR
AIR
AIR
AIR
AIR
AIR
AIR
AIR
AIR
9:03 9:10
8:17 8:27
9:20 9:29
8:23 8:30
9:12
9:15 9:23
9:52 9:57
9:58 10:03
j 10:05 10:10 I . . .
' 10:10 10:15
10: 16 : 10:22
10:18 10:23
30 28 2
36 34 2
32 32 0
35 35 0
31 30
32 32 0
35 32 3
34 33 1
32 32 0
32 31
34 34 0
34 32 2
36 35
30 29 1
32 31 1
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 3 OF 6
NON DESTRUCTIVE TEST REPORT
SEAM I SECTION DATE :TECH. ----·----. -·-----·-
I AIR TEST R~§l,!1,, T§
TEST ITIME 'PRESSURE RESULT M~tRci[) !i=rr~RT ~NR ili'~Ri' -~~R roIFF. 9 }11Q ~FQ ~~fM_ §!/11/§!? R§§
f1. /_1Q ?_:__g?§,§_ 9/14/92 TL AIR I 10:43 1 Q:-4§ 34 32 2
@ I 10 g?§,§ :: g?§ ~IHI@? R§7
9 /10_ 276 -_362_ 9/14/92 TL
9 / JQ 362 -366.5 f!/1~/§!g R156
9 / 10 366.5 -398 9/14/92 TL -·-· .-------1 1Q /Jl ... Q_:: ?4§ f!/H/@gi TL
1Q /.J 1 ?4§ :: g49 §1/1~/§!g R69
1Q / 11 g4§!:-g?4 9/14/92 TL
10 / 11 g?4:g?§ 9/14/92 R ·75
10 / 11 276-389_ 9/14/92 TL
1 Q / 11 ~§§! .. :. ;t-!Q §!/1 §/§lg R§!l
11 / 12 Q :: . 7 f!/1 §/§lg I R97
11 / 12 ? :: 4g .. !1/H/§!gl TL
11 / lg 4g :. -47,§. §1/1§/~?i R§!8
11 / lg 47,§:1§7,§ §1,'14/~?i TL
11 / 12 187.5-192 . ~/1§/§!gf R99
AIR
AIR
AIR
AIR
AIR
AIR
11 / 12 rn?:~QQ @/14/§!?1 TL : AIR
11 / 12 ~§§:~§Q §1/1§/~?'. RlQO i
11 / 12 360-395 9/14/921 TL : AIR
12 / 13 ci::--f( l9/15/92 1R107,108
12 / 13 fl : §1 '~/j~/~:? TL : · AIR
12 / 13 §1 :: 7Q .. !1/1§/§1? R1Q§, ]QI>
lg / 13 ?Q :-1§§ §1/14/§1? TL, i AIR
12 / 13 186-190 9/15/92 R104 !
1 g / 13 190-321.ff !1/14/§1? TL ! AIR
1? / 13 ~gl,§:<Jg~ . f!/1§/§!g R103 i
12 / 13 323-356.5 9/14/92 TL AIR
12 / 13 ~§§,§::~§g !1/1§/f!? RlQ?
1? / 13 362-399. 9/14/92 TL
10:33 1Q:~§
10:26 I 10:31
10:561 ii:Qi
lQ:§§ 11:Q~
11:37 11:42
1 :15 1:23
I
11:35 11:4Q
11:rn 11:24
11:14 11:19
1:45
1 :30
1:56
2:00
2:12
1 :54
1:~8
?:0§
2:07
32
32 29
34 I 32
34
34
34
35
36
34
3?
35
32
32
33
-32
33
33
32
35
33
2
3
2
1
2 I
2
2
2
3
0
0
0
1
f'. p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 4 OF 6
NON DESTRUCTIVE TEST REPORT
§;~M SECTION DATE TECH.
NUMBER OF SEAM
1~ /.J~ 0 -357.5 9/14/92i TL
13 / 14 357.5-363 11/1§/11?. .R1Q9-,i~ /J~ _ 363-400 .. 9-/H(!i!? TL
14 /1§ Q :J§L 11/1~/!i!?. TL
14j_ 15 181 -_ 182 9/15/92 R113
H_IJ§ 182_-371 11/H/!l?. TL
H / 1§ 371-376 !i!/1§/!l?. R11? J~ j_ 1§ ~7§ : J9-1 !:l/14/92 TL
1§ / ~§ .Q :: ~§ . 11/111/!l?. c: 8-15 / ~6 __ 36 -_ 44 __ 1111§/9-?. R?.?.§
TEST TIME
M;TI-IQ() §TART 1
~!R 2:40
AIR
AIR
AIR
AIR
VB
2:27
3:25
.~:~Q
3:52
J§j ~§ 44 -48 fi!/19-/9-?. CB VB
15 / ~§ 48 : §~ 11/1§/!i!? R??.§, R?.?7 15 /_~§ 53 : §Q_ 11L1§l/!i!? CB -VB
15 _,I 36 60 : 62 !:l/1 §/fi!? R229
1 § / ~§ §?. : 7?. !1/1§1/!l?. CB
1 § / ~§ !?. :-n,§ !l/1 §/11?. R?.~O i 15 / 36 73.5-END 9/19/92 CB
1§ / 17 -Q-:_ "ijf ~/1§/~? CP
17 / 18 0 -69 11/1§/11?. CP
18 / 19 0 -50 9/1§/!l?, CP rn 1. rn I 50 -§1 !l/1§/!l.2 Rno
1 rn I rn 51 -14 !i!/1§/!l?. cp
, 19 / 20 / 0 -75 9/15/92 CP I 20 / 21 0 -44 9/15/92! CP [ ?Q / 21 44 -80 ~/1§/~2i CP
. -I
I
VB
VB
AIR
AIR
AIR
AIR
AIR
AIR
AIR
§ §0
9 00
9 11
9-:13.
10 30
10 17
: 1 ii 15
AIR TE§T R;§~LT§
iPRESSURE ;I-JI) (sfii:iff . E.ND
2:47 j"" :iii -29
g:~§ ! 30
~:~§ \ 32
8 §7 32
() 97 32
9 18 30
9:21 32
10 38 33
10 27 32
10 25 30
29
31
32
32
31
32
29
31
33
31
29
'RESULT . ----. ---. ; [)I FF.
' 1 I p
p
1 p
1 p
p
1 p
p
1 p
p
p
p
p
p
p
p
p
p
1 p
0 p
p
p
1 p
0 p
p
p
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CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 5 OF 6
NON DESTRUCTIVE TEST REPORT
SEAM SECTION-QAT~
f'.!UM§~fl QF §~~M
.. ·---· ·----... g1 ( gg O -88.5 9/15/92 CP
gg / g~ Q ::. § .. §l/113/§lg R 172
gg I g~ § :: §14 _ §l/1§/§lg C P
g~ I g4 . Q :: 1QQ_ §l/1§/§lg C::P
1§ / g§ Q:: §. §l/1§/§l? R??§A
1 § I g§ § . :: J Q§ §l/14/§lg .. TL,
AIR
AIR
AIR
AIR
9:30
1 Q:~§
10:45
5:02
1§ I g§ 1Q§:11L §l/1§/§lg fl11§l i
1§ / g§ 111::H~_§l/14/§lg. TL i AIR 4:58
1§ / ?§ 14~ -1§4 §l/1§/§lg,fl1?Q, fl121, fl1??
24 / 28 0 -107 9/15/921 CP i AIR i 10:50 ?§ 1 g'l Q :: ~;i .. ~1H1~?' rL i Aili §:go ?§ I ?! ~4 :: ~! §l/1§/§lg R1 ?7 !
5:18
§l:~~
1Q:4~
1Q:§3
§:1Q
§:0§
10:57
5:27
5:25
8:07 8:14
, 10:05 10: 12 I --·-
'
30
~?
32
~4
33
33
34
34
33
32
g§ / g7 ~7 :: §lg. §l/H/§lg TL, ! Ii.IR
g13 I ?7 §lg :: ~NC! §l/1§/§l?,R1?9, RPQ ?7 / _4? Q :: §g .. §l/1§/§lgl c;p • AIR
?§ / ?§l Q :: §7,§ §l/1 §/§lg C::P AIR
?§ I ?§I §?,§ :: §Q §l/113/§lg fl175
?§ / ?§l §Q : 11§) §l/1§/§lg C::P
?§l I ~Q Q -117 §l/1 §/§l? c:: P
AIR
AIR
, 11:00, 11:28 ! 31
io:02: io:11 · 32 ---·~----· ~Q / ~1 Q -§ .. §l/1§/§l? R176 ~R I ~1 § -1?~ §l/1§/§l? CP AIR 10:22 10:32 32
·30
31
32
32
32
33
33
33
32
30
32
31
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IR~§UL, T !
QffF • '
0 p
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1 p
0 p
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CANON IE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
SHEET 6 OF 6
NON DESTRUCTIVE TEST REPORT
AIR TEST RESULTS
SEAM SECTION DATE iTECH. TEST TIME .. IPRg§§U R:E .. .. I NUMBER OF. SEAM METHOD §TART END §TART END
:31 / :3g Q .-:: .. §,§ . §l/Jfi/§lg Rl!! .. -~1 / ~g 8.5 -132 §l/1§/§l? CP AIR 10:24 10:34 34 33 ·-·-··-· ...... --. . .
:3g l ~~ . 41 _. -64.5 .. §l/1§/§l?1 CP AIR _ 1g:4§ 1?:§2 30 30 32 l :3:3 . 64.5-67.5 . §l/1§/§l?I RgB
32 / :3:3 67.5-148 §l/1§/§l?i CP AIR 10:27 10:37 34 33 ------. ---... ; 32 / :34 Q:: :3§. §l/1§/§l?: CP A!R 1g:47 12:55 30 29 33 I :37 .. 92-109.5 ... §l/1§/§lgl CP AIR _g;14 2:23 32 32 33 ( 37 109.5-114.5 9/18/92! R232 -----------·------------1
:3:3 I 37 114,§::1§? 9/15/92! CP AIR 1 Q::3g 1Q:44 30 :3Q ------·-:3:3 / :3!) 45.5 -so. §l/1§/§lg: R?Q§ 33 I :3~ 50 -88 §l/1§/§l?: CP ---. -. ---• AIR 1:25 1:37 31 30
:34 I :3§ 0 -7 §l/1§/§l?i R215 --. --.........
34( 38 7 :-:: 4§,§ .. §l/1§/§l?i CP AIR 12:50 12:59 33 32 35 I 36 Q -§,§ 9/19/92! CB VB ------' :3!) I 39 0 -§1 9/15/921 CP AIR 2:42 2:49 32 31 .. -'·-·--· 1 I 40 0 -45.5 §l/1.4/§l? TL AIR 5:45 5:52 34 33 ...
1 ( 40 45.5 -51 §l/1§/§l? R159
1 I 41 46 -77 §l/14/§l? TL AIR §:47 5:54 30 30 40 I 41 0 -5 . §l/1§/§l?' CB VB
I
i
iRESULT i I -. ' I DIFF. i I ....... I p I 1 I p
0 p
p
1 p
1 p
0 p
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0 p
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1 p
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p
1 p
1 p
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0 p
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I
I CANONIE ENVIRONMENTAL SERVICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
I ACID PIT
I
DESTRUCTIVE TEST REPORT
SHEET 1 OF 1
I
I
I
I
I
I
I
I
I
I
DATE
9/10/92
§_l/11/§.l?
§_l/11/!l?
. _§.l/11/!l?
§_l/11/§.l?
§_l/11/§.l?
. §_l/1 ?/!!?
. §_l/1 ?/!!?
.. §/1?/§.l?
§_l/1?/§.l?
§/lg/§.l?
§_l/1 ?/!!?
_§_l/1.Y§.l?
§_l/1~/§.l?
§_l/1.Y§.l?
§_l/1~/§?
§_l/1.i/§.l?
§_l/1§/§.l?
§_l/1§/§.l?
§_l/113/§.l?
§!/113/\J?
§_l/17 /\J?
§_l/1 !¼/§_12
§/?1/\l?
_§.l/?~/§.l?
_ 9/23/92
i I LOCATION; R;A§Q_N
'FOR TEST
I· ..•••• ---.
31§,fi : ROUTINE
296 : ROUTINE I·----.-----
1~() I ROUTINE 1------. -----
172 I ROUTINE
273 I ROUTINE
~1:37 ! RQlJH_N;
362 I ROUTINE
362
t • ---· ---

-

-

-
--
! ROUTINE
355 i RciuTINE 1------
356.5 I ROUTINE
359 I RouTiNE
372 I R.OVTi~~
359 , WELDER
44 : RQ0fii·iE
57.5 • F<QlJTI_Nt:
El4. fi RQ\JH_NE
110 , f<()lJTI_NI:
4§.5 RQLJH_NI:
169.5 WELDER . . --" --·. -
235.5 ViEl..,1)1:F<
260.5 RQLJT!_NE:
375.5 WELDER -.. ,. ---·' -
282 WELDER ---.... ·••'•
130 REPAIR . --. ----.
394 RETEST .. ·-. ---.
134 RETEST
WELDER , MACHINE I FIELD
---. ---
.N0~~~-fi l T\ST
KERN
DOTSON 305 P
----

-
----. -, 307 . KERN p
JOHNSON 305 p
KERN 307 p
KERN I ~()7 p
•.••..••.• l
~()1-i_N!';()_N\ 305 p
l<;R_N 307 p
l<;R_N 307 p
DOTSON 305 p
---. ---·-
KERN 307 p
KERN 307 p
. JQl-i_N§Cl_N i 305 p
I KER_N 307 , p
I l<l:RN 307 p
I C:AF<Tt:R 307 p
I
QQT!';()_N 305 p
PAYNE 4()13 p
... ,. --. --··
CARTER 408 p
-·--. --. --..
lvlILLl:R 406 p
KERN 406 p
PAYNE: 408 F
PAYNE 408 p
lvlIL,L,ER 406 p
lvlIL,L;R 406 p
MILLER 406 p
LAB
TEST
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
F
p
p
p
N/A
p
F
p
p
---.. .. -.. llilill liiil iiiil liiil iilil iliiil liiil ---..
CRHOHIE EHUIRONMENTRL SERUICES CORP.
CHEMTROHICS SITE REHEDIATIOH
QA/QC SUMMARY REPORT
ACID PIT
REPR IR REPORT
-·-·--·--·-·-·--·----ccc=-,----=········· ..... ··-·-····--·•··-····--··-····-···--······ ..... ··-=--c-.cc----cc--,-==----= .~c---==-c----c==-=--REPA Ir. ~ERM LO CAT !OM DESCr. I PT Ill~ SIZE O, REPA ][r, REPA Ifi il-/ELDER 1HRCHI HE TESl TECH. RESULT -·-·-................... ---· ......... ----=-=-···· ········---·--·--···-··•-···-·. . . ............ ·-···· --~~-=---,--=cc-------~~-=--
--_I_·-·-·-~·······-·--· . ·---·-··-·~F _DAMAGE BEPAIR METHU_D_. __ DATE··-··-·-·--·=---H-,U..,N=-Bc-E_r._-,c-,-D,-fl,...T~[=-=-__ -= -·-.B~. __ 1_ '..2 ____ 3i> ______ B_uc.K.LE ... 2t. 1' ;; 1' PATCH 9/10.'92 MILLER 486 9/11/92 TL p
R1r1 1 / 2 7.5 I\_J;_· ____ P_UN_CTURE 6" EXT. 9/14/92 MILER 406 9/15/92 GD P
R2 1 / 2--1-4.5 R 4 PUNCTURE I;" EXT. ·c9:-/:-1:c4-/cc9cc2c--cM:-:I:cL:-cE=:R:----4:-:c-8-;-6---::-9-:/-:-1:c5-:/:c9-::-2---;Cc:Dc-----::-P--
R3 1 / 2 8C BAD SEAM 3' ;; 1.5' PATCH · 9/14/92 MILER 4116 9/15/92 CD P
RI; 1 ' 2 110 R 111 PUNCTURE 1;·· EXT. 9/14/92 MILER 4116 9/15/92 CB P
RS 1 / 2 147 BAD SEAM 2' X 1.5' PATCH '9/14/CJ2 PAYNE 4118 9/15/92 GD F
--,R,.,5c-R __ 1~'--=2 ____ 1~4~7 _____ c..Bc..A_u~W=-E=-Lc..D ___ 2~' _Xe..' _1'-"'.5'-' --'PATCH 9/16/92 HILLER 4118 9/16/92 CB P
R6 1 ' 2 180 BAD SEAM 24°' ;; 1G" PATCH 9/14/!12 MILER 4H 9/15/92 GD P "-'--~'-'--"-=-~===----'-=',----=.c..c..c...c.-=---,,------'---R7 1 1 2 22~ AT S' ;; 2' PATCH · 9/14/92 MILER 486 9/15/92 GD P -----------~-,,----~--
-·-··R8_ ._1_.'.2 .. -···--X>S.~5.. A" 1 SEAM 11.5' ,. 2' PATC_H __ 9~/~14/!12 MILER 4116 9/15/92 CD p
1 2 266 ----AT :6.r.' ;, -1ccl'cc,-, -PAlfCH 9/14/!12 MILER 4116 9/15/92 GD P R9
R1 P
R11
R12
---· ---~-----·
1 / 2 :115.5 DS 1 s· .. 2.o' PATCH 9/14/92 MILER 486 9/15/92 CD P
2 / 3 4 R 3 PUNCTURE 15" ;; 15" PATCH 9/14/!12 MILER 4116 9/15/92 GD P
. 2 3 5 R 5 .5----=-pu=HCTURE 1F." ~ 1F." PATCH---,-9~/~1~4~/·9:-=-2--ccMcclc-LccE=-R----4~11~6---9~/,...1-'5~/:-:9~2~--=-Gc-D----p--
--;R:-1:-:3c--2-:-,~, -3-=----1c-,c-, ...,r.,..., -,(;-----,p"u=Hc TUR E 1 S.' 15 .. PATCH 9 / 14 / 9 2 MI LE R , 4 06 9 / 15 / 9 2 GO P
R14 2 I 3 182 ------AT 4' ;; 2' PATCH 9/14/92 MILER 41hi 9/15/92 CD P ----,:-,c--,,--~,---~==-~~~c-=---cc:cc-c-c-----.,-,'--:----:--'-c-C-: ·-·•·-·---=---------·~°!_5 ____ ~_/_3. 199 Ai 2' l: 1.5' PATCH 9/14/92 MILER 406 9/1_5{9_2 ____ GD·_· ___ .,..P __
R16 2 {_?···-·--·2·95._ DS _ . __ s_· _._, .. :,..._s_· __ P...,ATCII 9/14/9.2_ ...... M.1.'=.E.-=R----,4=-o-:-6---9~/.,...15!92 ___ CD P
R17 2 / 3 335 .5 BAii SEAM 15 .S' E),T 9/14/92 MILEP. 4116 9/15/92 GD P ·------··•-·· ------c =---,:-,,-,,---,cc--~ ··-··--·· R1f "I 3 J3Z.5 BAIi SEAN 2' .. 1.5' PATCII 9/14/92 MILER 486 9/15/n GD P --=--=-,---c--c=------,-, =---~~~.=--cccc-'c=-.·---~~--~c-'-'-·-----· .. Al 2 . 5 ' ~ .. ] 0 _5_.'.._P_A TC_H_~9~/_14/9 ~2--ccM71_L-=E7R ____ 4~8~6 __ --:9~/,...1~5~/9 2 GD P
3 ,. " ___ ~_-_,_· _____ B_ONE. A, .. -.-z .. r.' ;,; 16" PATC_H __ 9~/14/92 MILER 486 9/15/92 SD P
2 3 351
---1111 -
CAHOHIE EHU!ROHHEHTAL SERUICES CORP.
CHEHTROHICS SITE REHED!ATIOH
QA/QC SUHHARY REPORT
ACIV PIT
iiiil liiil iiiil iiiil iiiil -
REPAIR REPORT
-· -------------------.... ···--·----··-. -·------------------------------------------
liill -1111111 -
_ _l!E!~ I_r __ :;EA_t:l ____ L_!I_C~_T_!_O_I'__ DES:C RI PT! 01\ SIZE OF IR[PA If.· ___ ccR=-E f'~I ~ __ JfEccL=-D=-E'-'-P.---'I H.c.cAc.cCc.cHc.clc.cH.c;Ec__ ___ Tc..=ES, -'-T-=E-=-C'-'H-'-.---'R=E~S-'-U=Lc..T_ t ___________ :____________ ----=-OF'--DA"1A_G_E _______ R=--E_P_A_!I_: ____ _tl~_T'=H'"'Oc.c~ __ ...cDATE HUMBER DAT[ P.2c 3 1 4 4f. AT "i .5' X 16" PATCH 9/14/92 PRYHE 4118 9/15/92 CD P ------------------"'--'-------'"-R22 ~ I ,; 124 AT 2' X 2' PATCH 9/14/92 PRYHE 4118 9/15/92 GD P R23 3 ,-,.'-. ---1'"'7=-~'-, --------,8-=-0HE -----'z'--· X ~1'=5.,....,---,-P'-'-R=-Tc=--H~-9'--/~1'--=-4'-/'--9=-2-~P'-'-AC..YC,CH"-E---~4-=-ll-=-8---'9-'-/-1~5-=-/~9-"2'----"G'-'-D-----=p--
1:21; • 1 5 305 RT 1.5' X 16" PATCH • 9/14/92 PRYHE 4118 iPATCII CAPPED R25 -4 / 5 365 JUHCTIOH 2' X 2' PATCH · 9/14/92 PRYHE 4118 I PATCH CAPPED R2c 4 ' 5 281 RT 4' X 2. PATCH '9/14/92 PAYNE 1118 I PATCH CAPPED R27 4 t 5 236 .5 AT 4 .5' X 2' PATCH · 9/14/92 PRYHE 1118 9/19/92 CB P --,'-:,.,..---~~----"-~'--"--------c-=-----,-=---cc-=--cc-,----,R'c2-c8 __ 4_· ~-"5'--____ 1~0'--3'---------A_T-=--____ 1_11 .5' ;; 2 .5' PATCH 9/14/92 PAYNE 418 9/16/92 CD P R29 4 5 117 .5 DS 3 16' X 2.!'· PnTCII 9/14/92 PRYHE 4118 9/16/92 CD P __ R3 r, ____ s __ '.__ 5 --2 :rn _H __ <> ____ P_R_HEl DR.-cllcc __ R...,_i;~_E==-----~:__;; _2'"" __ --,5c'c,---P=--A--TC H 9 / 14/_9c..2 __ P_A'-Y-=-H_E ____ 4_11_8 ___ 9_/~1_9 / 92 -=c-=o----=p-----~ 2_:, _______ ,._, 5 23~.5 r. 1C.5 PRHEl DAMAGE 4' ,, 2.5' PATCII 9/14/92 PAYHE 4118 9/19/9~ _C_E ____ P __ < 1 5 ___ 2_1 ________ A_T 6' ,: 15"' PATCH 9/14/92 MILLER 11116 9/15/92 CD P R33 • ' S 8 I\ 16 PUNCTURE 18" X 15"' PATCH 9/14/92 MILLER 406 9/15/92 GD P --------------------------------------~~--5 __ 6 __ 4_r._. _2_::'. __ • 5 _______ D_E_H_7 ________ 6_"_' _____ E_X_l ___ 9_/_1_4_/_9_2 __ M_I L_L_E_R ____ 4_11_6 ___ 9_/_15/92 _G_D ____ P __ R3S 5 6 56 .5 AT "; .5' ;; 16"' PATCH 9/14/92 MILLER 1106 9/15/92 CD P ---------------------------------R36 S l b 90 AT' 11.5' /; 2' PATCH 9/14/92 HILLER 4116 9/15/92 CD P -~-------------·------·---------R37 S 1 6 12r. RT 4.5' X 2' PATCH 9/14/92 PAYHE 40E 9/16/92 er, P ---·-----------R3f' 5 (, 17,.S ______ ~s e ___ 5' .. 2._5_' ___ P_ATC_H ___ 9/14/9? __ P_l!~li_E 40r. 9/19/92 _c_~ ____ P __ R3\' ,, 6 35G .5 DS 1:, 5' i; 2 .5' PATCH 9/14/92 PAYHE 40B 'PATCJ; CAPPED -------------------------------------------------------_R_':.!'.__ _ _'.: _____ ,, ______ 363 .S BAf SEAM ___ R_'_~_-_?_' ___ PATCP:.._ __ 9/14/92 PAYH[ ____ 4_0_6 ___ ·P_A_T_C_H CRPPE_I, ______ _
--------. -----
--.. .. .. ..
CANONIE ENUIRONHENTAL SERUICES CORP.
CHEHTRONICS SITE REHEDIATION
OA/OC SUHHARY REPORT
ACID PIT
llliil .. lilil iiiil -lilil liiil
REPA If REPORT
--•---. -------------------------------··---------------------------------REPfi Ir, SEAM LO CAT JOH DESCR I PT] ON SIZE OF •REf'AIH HEPAII: :!•/ELDER -----------------·---------·--------t. t De DAMAGE REPAIP. HETHOll DATE -----··-----·-------.. ···-·····----------R!+! __ 2~ __ / s 37,, r 24 BUTT WEL~ 24' EXT. 9/14/92 PAYNE
R42 25 I 6 372 BAD SEAM 29.S' EXT. 9/14/\12 PAYNE -----·----R43 25 I 6 385 L 3 PUNCTURE ,. ;,; 1' PATCH 9/14/\12 PAYNE
R44 6 I 7 5.5 AT , .5. ;,; 16" PATCH 9/14/92 MILLER
R45 6 I 7 62.5 AT 3.5' X 7.5' PATCH · 9/14/\12 MILLER
R46 6 I 7 86.5 R 23.S PUNCTURE 6" EXT. 9/14/\12 MILLER
R47 6 7 272 0$ 5 s· X 2.s· PATCH · \1/14/\12 PAYNE ----------R46 ~ I 8 5 &; 5 PUNCTURE 2 c; ' :: 2' PATCH \1/14/\12 HILLER ' ------------·-R49 7 , 8 5 ~ 111 PUNCTIIRE 1' ;,; 2 ~ 5" . f'ATCH 9/14./92 MILLER --··--------------· ·---------------·-----· P.S ~ 7 8 1, SKIRT 9' :: 1 ~· PATCH 9/14/92 MILLER -------------·-·· ·····-----------R51 7 i E 1r, R S~S PUNcTURE 1 S" ;,; 10" PATCH 9/14/92 MILLER ----·------·-P.52 7 8 11 ~ 8 PUNcTURE 1 Z" :; 2' PATCH 9/14/\12 MILLER ----·------· R53 7 B 171.5 AT 18" X 2~" PATCH 9/14/92 PAYNE .... --· ···--R51' 8 i 9 r, Sl(IRT 3C' D:T 9/14/92 MI LLEn
R55 C ! 9 22 BA[, SEAM r." El:1 9/14/92 MILLER
R56 8 9 152~5 Al 6' ); 2. PATCH 9/14/92 MILLER
R57 8 9 152.5 n 2.5 WR J Hl{LE 1.5' ., 1' PATCH 9/14/92 MILLER
liiil .... ..
1HACHIHE TEST TECH.
HUMBER DAE ------. -· --··--· 488 :PATCII CAPPEf•
468 I PATCH CAPPED
418 IPATCll CAPPED
406 9/16/92 CB
466 11/16/\12 CB
466 9/16/\12 6D
... 8 I PATCH CAPPH
"06 9/16/92 en
406 9/16/92 en
406 9/16/92 en
"116 9/16/92 en
"66 9/16/92 CB
468 9/19/92 CB
"06 9/16/92 CB --------·------406 9/16/92 CB
"06 9/16/92 en ---------. --·--------"406 9/16/9: -en -------------------. --·------·· --·-------·--------------··---~ --· -·--· -· --P.Sf 8 I 9 155 .5 r. 1.5 GA,. UH/, 3' X 3' PATCII 9/14/92 Ml LLEn 406 9/16/9'! c1: -----·---------------. ----------·-----· --------------. -----.. R5~· f 9 202 Al 3' X i.o· PATCH 9/14/92 MI LL Eli 406 9/19/92 cu ... ·-------------------------R6r: 8 9 237.S OAP SE At'. 1.5' ;: 1.s· PATCII 9/14/92 MILLEJ: "0(, 9/19/9~ Cr,
1111 -
RESULT
p
p
p
p
p
p
p
p
r
p
p
r
p
p
p
r
-.. lillil
CAHOH!E EHUIROHMEHTAL SERUICES CORP.
CHEMTROHICS SITE REMEDIATIOH
QA/QC SUMMARY REPORT
ACIV PIT
lilil -liiil liil iilil liiiiil iillll ..
REPA Ill REPORT
-------, .. --·-·-----·-··-·--·-·-----·-·-------------------------------~------
-
--------·--··-REPA 11: SEA~: LOCATIO~, DESCP.IPTION SIZE OF REPAIR REPA!r. ;WELDEII IMRCHIHE TE:;T TECH. -----------------------. -------·--· -----·---··----·-------------. -. --. --. ·----·-------·-·--·--------·----------------··-. ----------------------------HUNB El: HUMBEi) or DAMn~, P.EPnlf: NETHOll DATE HUMBER -DATE --·---------------------------, .. ·-·-···-·--·-----··--------. -----------·---------------·-· ·---------------·----R6"1 ________ f~/__9_ _______ ~~!__ _ __ Al ________ '-1..:_li ___ ~,·~---PATCH 9/14/92 MILL_E_R ________ _ 406 9/19/n CB
R62 f; / 9 272 AT 4' X : ' PATCI! 9/14/92 Ml LLER . -----------------------;;~;;-::---::-':-:::-c'-~-~:=-:'--:c;:--------;':;::----:':-'e-::e;;-'-;-c R63 S / 9 274 R 2 UEHT PIPE 3' ); 3' PATCH 9/14/'12 MILLER ----'='------'------'--'------"--'-----'------'-'------'-'------== ------------------------~cc'-,,--=c------'--'------'-'~'-------'-'=-=-=-"-----~~--~-'--:~~ R6'1 S / 9 21JS.5 AT 1.5' X 1.5' PATCH IJ/14/'12 MILLER ----,cc-=,-------'------'--'-------'==-------,----C~ ------'-cc--~'--~--==='-------,-'-----,--c---'--',,--,---'~ R65 S / 9 361 OS 7 5 .5' l: 2' PATCH 9/14/'12 PAYHE ---~-'---'--....C.---c--,--,----~---'~-'---~~c=,----,-----'---,-------'-----'---"--'-~ R66 9 / 1C C SKIRT 1' X 6' PATCH · IJ/14/'12 MILLER
406 IJ/19/'12 CB
406 9/19/'12 CB
4116 IJ/19/'12 CB
406 I PATCH CAPPED
4116 9/16/'12 CB
R67 9 / 10 275 Al 1' ,; 1.5' PATCH IJ/14/'12 MILLER 4116 9/19/92 CB
RESULT
p
p
p
p
p
p
__ R_6_r, __ 111 / 11 232 • 5 R 21 P UHC TU R_E __ ~1~5_"~_X__c1~5_"_--cP---cA--=T--=C--cH_----clJ~/,-,1_4~/,.,IJ...,2_~M~I L=L~E.,..P. ___ ,----,-,-----~c--cc~-c----~..-___ __ __c,-----_-__ -_-:_-~ t-.----~-:-~-~ ~-~ ------2_;~9~~
5~_R~: 5
~1-6~~~====-P~u-_ H-_ ~-~Ull_-=~--__ -___ -_...,_; ~ :~); /_.;~;~ -::~ ~~----:-5~·t5:~ --,c:-:~~~~~~:-=-:---:-::-,---------,-'-,--,--,-'-
4116 IJ/19/'12 CB p
406 9/19/92 CB p
406 IJ/19/91' CB p
__ __ll.?:i___ ___ 11, _/ __ 11_ 25 __ 0_._5_H_3_._5 ____ D_E_H_~_, _______ ,,_ .. _ __E_X_T ___ IJ~/_14/'12 MILLER
_ __ll_I:'.____ Hi 11 267 r. 11> PUNCTURE 15" :; 15"' PATCII IJ/14/IJ:::2---c-:M-,-IL:-c-L·=:E::-P.--------,:-::-,-----::----;:-c--:-:
R?:; 111 11 2 7 0. 5 R 6 • 5 PUHc"fiiiiE------i .-·x~1-;---_P_A_T-CH ---::IJ:-c/c:1:-:-4~/c::IJc::2---c-:M-,-I Lc-L:--::-E::-R--------,:-::-,-----::----;:--;-::----;::-:;----~:c--------c,-----------·-------···--·-·--·-·-·-·-·-··-------
406 IJ/19/g7 cs p --·-------406 9/19/92 CB p
406 IJ/19/92 CB p
R7>: 111 / 11 270.5 r, 6 PUNCTURE 15"' X 15"' PATCH IJ/14/'12 MILLER 4116 IJ/19/92 CB p
A 1 ~ · 1: 15"' PAT C 1: 9 / 14/.-:IJ:-:2:---;--:M::-l-c-L-c-L:cE:::r.---:--::-:---::-:-:-:::---::c-;c---:c::----------,,----~---------------··--------------------PUNCTURE 15"' X 1,;·· PATCH 9/15/'12 KERH
R?S H: / 11 27>: -~-'----'----'--.c... -'--'---------'C..:....'--__ ll_!i~ ___ 1~'-' / 11 29{, R 17
40G 9/19/9~ CE p
406 IJ/1'1/92 CB p
PUNCTURE ·-15" X 15" PATCH IJ/15/'12 KERH -----,-,-,-,-----····-------"-'-----,-,---~~~C~---'--'-----..-___ __
~!~----1 0 / 11 29E P. 15 PUHC_1:U_ll~ _____ ___:1_5''. ,; _ 1_5'.'. PATC1i _____ _9_/_1_5_/_9~ _____ ~_E_R_H ___ --c--c
__ R_?_ll__ _ __ 10 /_ 11 _____ 308 _ B_9 ______ PUHCTUlli _____ _:!_:__ __ l; _ _:;_: _____ ~A__:r_(:_li__ __ _9_115/ ~.,..9.,..2 __ K...,E...,R:-:-H ___ --,----,-,----,-~
RBe 11, / 11 316 P. 7 PUNCTURE 15" ); 15" PATCJ: 9/15/'12 KERH
__ R_?L ____ 111 /_~~--21Ji, r. __ 15 -406 IJ/19/g2 CB p
406 IJ/19/92 cs p ---------··-·· 406 IJ/19/92 cs p
40{, IJ/19./92 C6 p -------------····---------···---·---------------
--------------
1111 --
CAHOHIE EHUIROHHEHTAL SERUICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID PIT
-liiil liiiiiil liiiil liilil liiiil liiiiil --.. lilll
REPA Ir: REPORT
--······· . ·-·-·· ----····---··--····· ········-·····-... -----······ -----------··------······-----REPAJE SEAM LOCATJOH DESCF:JrTIOH SIZE OF :REPAIR REPArn :WELDER I HACH I HE TEST TEC,:. RESULT --····-·······--·•-····· .. --==-~-'-'------'===----'-'--===c.....-------·-··---·-· !" r. OF UAMIIGE REPAir. METHOI• DATE NUNBER DATE _________ ,, __ -------· -----------·----------------·----·· ·-=---------------------·-·-·-· .. -----81 1f, i 11 31i, f; 1S PUNCTURE 1' .-, 2' PATCH 9/15/92 KERH 406 9/19/92 CB P -··-·-· -····------· .. --···-···----_-=--------'------'---"'-~-----'-"-'-"-'-'------'"--=-'-''---==---_;_=--_;_'---'--'---'--=--=-=-----------'--62 ·111 / 11 351 r. ~ PUNCTURE 2' ",.<;· PATCH 9/15/92 KERH 406 9/21/92 CB P ····-.... -----=~'--_;_'c-,-,------'-'-'c-"-'---"--'--=,c,--'--''---==-------'-=-----'--'-=-'--'--"--"------''-=------''---
83 ·1c / 11 347 .5 r: 16 PUNCTURE 30" :; 15" PATCH 9/15/92 KERH 4116 9/21/92 CB P
II~ ·1C / 11 361 R 15 .5 DENT G" EXT. 9/15/92 KERH 4116 9/21/92 CB P -----~---~ 85 '10 / 11 363 R 16 DENT 6"' EXT. 9/15/92 KERH 4116 9/21/92 CB P
86 :10 / 11 36~.5 R 7 PUNCTURE 12""X12" PATCH 9/15/92 KERN 406 9/21/92 CB P
__ 8_7 __ . 1_0.......c,_' _1_1c__ __ 3_6_F _:R:_, ...,:1c_ __ __:P=-U7N:.:C::,T=-U"'Rc'-E=-----'1'-c2'-c"".:Xc:1.,c2c:"' ___ Pc_AccT=-Cc"H"---9','/C,1-"5','/':-:9c'2"---"K'ccEc.::Rc:.H,._ __ ....:::4c,:ll;,c6 __ _!9__c/,=2'-'1-'-/c-'9-"2'---'C'--'B'-------'-p __
__ 8_t __ ·1_~.......c;_· _1_1 ___ 3_6_F_R __ 9 ____ 1'_U_NCTURE 12""X18"' PATCH 9/15/92 KERH 406 9/21 /92 CB P
__ _!!\: ___ _:!_~_../ ___ !__1 __ 3_?:: _f:_1_1 ____ PUNCTURE ___ c:_3_' X ~c...' ·---·~-~_Tc:_~ __ 9_/15/92 ICERH 406 9/21 /92 CB P
9~ ·10 i 11 375.''. F: 6 PUNCTURE 1' /'. 1~" PATCH 9/15/92---,lcctE"'Rc-H,,----4-11~6,----9~/7 2c--1-/7 9c--2'---~C~B---~p--
---------------··---------------------· --------··· ____ 9_, _____ _:!_~ ___ ( 11 3 H 9 A 1 12" ; : 1 2.. PAT CH __ 9_/_15/92_-"M-c-I ,,L_:c.L=-E c'-R __ _c4:...0c"l::.• ---=-9 'c/:c-2 ..:.1 c,/','9 =.2 ---=C:,:B ___ ...:P,---
-__'!_2 __ :!f _' ___ "1_1 ___ :ii:_:{_ ~ 2. 5 ___ PU_N:TUR_~ ___ 1_2"_'. ..'.'_ ~-"-___ __P_~T-::-C:-:-ll_-=-9'c/-:-1 ::C-5':/9;:-2=-----'M-':l:.::Lc.,L'-cE'cR'-. ---'4'=0:;:6 __ _!9'-'/:-c2c'1'-'/c-'9cc2'-----'cc"c::------'cp---·--9-"--·· 111 11 __ 38_9_ L :z,_5 PUNCTURE 12" ,: 12'_'_----'P-'-A'-'T'--'C"H'-------'9'-'/_1cc5~/-'9~2'-_:__:M..:.I:cL:cL:cE:.cR ___ 4..:.0=.o::.· __ __:_9'--/21/92 CB P
__ 9_,_· __ :_:!_r. __ 11 381 ~L....:.8 ____ PUN~TIIRE 12" .. 12" PATCc.Hc..__9~/15/92 MILLER 4116 9/21/92 CB P
95 ·1~ 11 391 l 12.5 PUN~TURE 12" .. 12" PATCll 9/15/92 MILLER 40/, 9/21/92 CR P -~c,---~-c---'--'--=--=--~---.......... --------------------~ -~---'-'---"-'c----"'---'--"'-=='--------'"----~-=---'-'---'-=-----'-''-------'----
---9-6 __ ·1_~ _! 11 381 l 8 HR I NKLE 1 r' EXT. 9/15/92 Ml LLER 406 9/21 /92 CB P ---------... --------~-~--=--........c=c=c..c....---=------'"--'=--'-''---=--=-----'---__ 9_7 __ 11__c._1_;_ ______ 11 ________ Si-!Ri 7' x 5' SKIRT 9/15/92 ltERH 406 9/17/92 Cl< P
__ 9_!< __ 1°'. _ _i__ 1_2 _____ ,.,. r., __ 1_.s · ~:c:. __ 70~·=-_-__ ---' __ P-:.:_A'--'_r'-"c'"'_Hc..'_::::::::""'_9'-'_,-_"!..'"'5'-'/c-'9'--'_2~-::_-:=_=--""~E-"R~:..:"~---_-_-_-_-_-_4~"'0'--'"";,~~----_-_-'-9'--'"--1~1..:.7.:...(2.~-=-2_-_-__ -_..'.c'-'r.:... ___ -__ -_-_-_'-'..cr~-:=_-:=_-=_
__ 9I ___ 11 _____ 1_2~---16:·.s f•• 18";,; ~-5' PATC_H ____ 9_r'._"!_?J9_2 __ ~_ERH 406~---~/1_9_1~2_ CB P
1 or. D" ,-5.5' ,; 2.5' PATCH 9/15/92 KERN 406 9/19/92 er P ----------·-------·-----·------'-----~-----------··------'----
------------------
-
---.. .. liiiiiil liiiil -liiiil liiiil --..
CRHOHIE EHUIROHHEHTRL SERUICES CORP.
CHEMTROHICS SITE REMEDIATION
QR/QC SUMMARY REPORT
ACIL• PIT
REPA IP. REPORT
REPAJI:
·····-··--··-··--·-------·-··-· ·---·-·· ···------·•------------,,----~--~,--------,=~~-
SEA_f' _______ ~(ICAT l~O-"l' __ ____cDccEc.cSc.c~F: IP Tl OH SIZE O'-F __ icc.RE.PA If: __ .. ___ _!l_E PA J_r. __ ,~E_LD_~~--tMACII I HE -----'-TES: _T-'E'-'C~H-'.--'R-'E'-S_U-=L'-T-
1-OF DAMAGE REPAIH METHOP DAE HIIMBEP. DATE
···--·· ·······-----·-----·---------'----= ··--·--------·--·--··------~==c.__-~~'-=~-~-,-----=---
1~ ~~ 395 JUH:TIOt! 15" :: 18" PATCH 9/15/g2 KERI! 406 9/21/92 CB P
·-···-·-----·-·--·------' -------··--··· -····------····--·---=='---~~--~=~--~c.__------:c--
R10:: 1:C 13 356.5 DS 11\ 2.5' .. 5.5' PATCH 9/15/92 KERI! 406 9/19/92 CB P
I
R10,: 12 13 321.5 Al 1.5' X 2' PATCH 9/15/'12 KERH 406 9/19/92 CB P
--=P.-1-=0~'1--1cc2~~,-. -1-=3c---1-,-8~c'-·_ ~------,-Alce. --------,1"'2"""~:;c-c-'1-,'----=-pccA-ccTccC-,-H---=-9~/.,.1=-5'-/=-9=-2-----,KccEccRccH,-------,-4-=11--:6------:9:-/cc1-=9~/-=9-=2c-------cCccBc-----ccp--
R105 ·12 / 13 61 BAD SEAM 15"' :-; 6" PATCH 9/15/92 KERH 4116 9/19/92 CB P
R106 ·12 / 1_3 ____ 6_,_· ______ Al 15"' X 3' PATCH 9/15/92 KERH 4116 9/19/92 CB P
-~~_117 ·12 / 13 9 Al 2' X 1.5" PATCH 9/15/92 KERH 4116 9/19/92 CB P
R10E: ·12 13 0 BAL• SEAM 9' EXT. · 9/15/92 KERH 4116 9/19/92 CB P
___ R_1_0\'_ ___ 1_3 __ ,_ 1'1 357.5 D_,,_:1_1__ 3.5' .. _s_._s_· __ P_A_TCH 9/15/92 KERI! 4116 9/19/92 C_B ____ P __
___ _P._1_:1_1, __ }':_/ __ 'l_o: _____ ~~?__ Al _____ 1F"' :: 15"' PA!_!:P, __ 9/15/92 ___ K_E_R_t __ l ___ 4116 9/21/_9_2 ____ CB ___ P
R11'. 1~ i 15 393.5 L 1 WHIHKLE '.'' HT. 9/15/!12 KERtl 406 9/21/92 CB P
--·-------·--·----------------------------------------------------
___ 11',1_:1_~ .. _1_~_j_ 15 371 DS 12 _____ 3_' .. 5' PATCII 9/15.1'12 KERtl 486 9/19/_92 _____ CB P
__ _P._1_:1_:, ___ 1l/_/ _15 __ 181 Al 3 .5' ;: 15"' PATCH ___ ~,'_1-?_[9_2 -~M-=-l=L=L=Ecc.R ____ 4=66'------'--9~/19/92 CB P
R11~ ·1• i 15 170 BAD SEAM 12"' •. 12"' PATCH 9/15/IJ2 MILLER 4116 9/19/92 CE P
-------· -------1 _'1 __ .....c3c..\l.c.9..c·.=.s ____ ~PUH::TURE ".5' :; 11:·· PATCH 9/15/92 MILLER 466 9/2_1/_9_2 __ CB ___ ~r __
R116 13 / 1'1 4112 L2 WRINKLE· ~ .S' Hl .. __ .c.9-=-/~15/9.2=------'M-'lc'Lc'L-=-EccR ____ 4..c6.,.6 __ ......,9~/_21/92_----'C-'B ____ P __ _
--R1-1·-.. 1c, ,' 2~6--,c-, R1-, ---DEuT, •·•• ---E''T .-~ P
, n , ~ 9/15/92 ______ K_E_!l_ti _____ ."66 ---c-9/1~/9_2 __ GD ____ ~--
-----··--·----~---c---'--------ATcc------~c-c--c,---=,----~ 466 -P
P.11 r __ _:1__~_/__26 ___ 7 ____ 1-=-:-c--.. ,. ;~z,...··---=P~A~_t:_H __ ~,'._1_5/92 ·· KERtl-'-'---~ __ ......,.9/16/9_2 ____ G~C• ______ _
_ R_1:J: .. 15 2i• ___ 16~ A, 12"' ,; 3' PA!Cf:..._ __ ~(1_5/9_? ___ K_E!l_~ ______ 4_1hi ____ 9/17/9_~_ C~ P
R11:. 13
R,21' 15; 26 143 BAI• SEAi-i 15"' :; 13' PATCH 9/15/92 KERH 466 9/17/'12 CB P -----------------····-··-·-·-·-·-----------------------
--iilil --
CAHOHIE EHUIROHHEHTAL SERUICES CORr.
CHEHTROHI c:; S !TE REHED I AT! OH
QA/QC SUHHARY REPORT
ACID PIT
REPAIR REPORT
lilil .. iiiil liiiiil lilll liiil
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= REYn J r· . . s(11}( -·i·o GAT ICCOCCN-C-====~D_ESC f; J rl, 1-=o~N---s0-=-1 Zcclcc. -o:-r=-. ·--: R-EP~ D:=:_--_)~fli)~·,wfli,tr. I MA CII I HE T [ s T ... TE[ =-:·"-1;'" :..·-_-_-.c.c=-R~E~S:::U=-.,.L=-c;-T'--_
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1s ,-26 156 ········---iiiio si:iiti·---6·-c-··:;·1-s·'--·-··rilrc11···-· iihs/92·····-·KERti. ---4116 ____ 9_/_1_7_tri2-·-c=-B----=r:--
_..:.R:..1c::2c.:c::'--_·1.:.c,;:....c1c.'..c2=-6=----..:.1-=6-2. ____ -=-.BAD SEAM 2.5' 15"' PATCH 9/15/92 KERH 406 9/17/92 CB P
R12,: ·15 ,' AT 164.5 PANE~ D,TH 2.5' X 7' PATCH · 9/15/92 KERH 4116 9/17/92 CB P _ _cRc..c1:_:2:_:4c.__·1.:.C5:....C,'-, ..cA:..T:....... _ _:1_::7..c1..:..-=-5'-'----'P..:.A:.:..::HEc El:TH 7' EH ."---~9-':/c:1~5-':/-;:;9-:;2----;Kc;;E~R"'N-;.----,4':ll;-';6----:9:-'/:c1:-C7:-'/:-:9;-';2;---c;Cc;B----:;p:--
R12S ·1>, 15 270 L 24 BAD SEAM 1' .. 3' PATCH 9/15/92 KERH 4U6 9/18/92 CB P
R12i, ·15 / 26 131 L 13 .5 DEHT 6"' EH. · 9/15/92 KERH 4116 9/17 /92 CB P --"-'=-.....:..:'--'--'C.C:..-=-'--'=--=:_:c.-----=-=-R127 :2.; / 27 34 Al 15•· X 3' PATCH 9/15/92 KERN 406 9/17 /92 CB P --"-'=-=:.......:_,:c.:c. __ _:·..c... _____ _
R12!: :2,; /2 __ 7 ___ 82 R 9 PUH::TURE 15"' 1; 15"' PATCH, _ _:9_.,_/c.1c::5..:./..:.9..:.2c......_KccE=..RccN"-----4:..U:..6:......._-..c9'-'/'-1'--7'-/'-9'-'2=--_..:.C..:.B ___ ..:.P __ -· =~}::---;~ <··--~-:;---1
9
0
2
5 -----:::: ~:-:-::---
1
-:-. •.· ;: ~'.' · ::rnc---1~H1-=-~--=;--~:: .. ":-'-:----:..:.:-=-:----':-';'-~C.C;-';-'~-=-:'---~'-:=------'-:--
·-·-···-········-·· ··--·-··· . ········-·--······· ·····----······ ·············--····~---'--'="-'-'----'-'-'---'-'--'-'-'-'-'--...C..:.-----'---ft13·, ·15 26 112 PAHEl El.TN. S' EXT. 9/15/92 KERN 406 9/17 /92 CB P
_ P,_:1 J.:~ ···-·~.:.1_5 ____ 3_0_1 ______ S KIP. T 6 ' 1; 3 8 ' PAT C II 9 /15 /9 =-2-~H~l~Lc...L·~E'-R----4-,0~6---"9-'-/--'1-'9-'-/-'9..:.2 __ C~B~---'-p--------------__ R.1_3:~-···· f' 15 280 SKJR, 6' ;, 21 · PATCH 9'-/1-'5'-.'-'9=-2~_,"'ccl-'L~L~EccR ___ C-4CCDC-6 __ ~9c../..c.1..:.9c../..:.9..c.2_--,c~B,.--__ ~P __
R131; f' 15 257 .5 SKIRT ---,6 · ;; 22 .5' PATCH 9/15/92 HILLER 4U6 9/19/92 CB P '-----~-~='----cccccc-=-·~-~=~,.---,,='--=-c,-c-----,-ccc----'-~'-'-C....:.----ccc---------R1:!S ·13 .-14 4A~.5 L ~ JUN::TIOt: 0 • 1: 3' PATCH 9/15/92 MILLER 406 9/21/92 CB P ---·····-··----·---
R13i, ·12 / 13 4~0-'0 ____ ~J'-U'-H::T I 01{ 5 · ;: 5' PATCc...H __ 9'-/'-15/92 --'KccECCRCCN~---.,..4..,0..,6 __ ~9-'-/--=2..:.1c../.c.9..,2 __ c=cBc--__ -'..r __
_ R]J! .. _1:./ 3 _ 40~ L 3 PUHCTUR~·---....... _4·"-,~--~E_X=-T~.--9'-/~15/92 KERN 4116 9/21/92 CB p
......B.!~BP,_ .. " .. / 1 C 297 R1 ____ PUN::TURE 1 s-:· . .i: .. :1.~·~ __ PATc.1.1 __ .9(1_5/9~ __11_1.L!:!:R __ -c44Doo"· __ 99=-',.,.22·11//99~ CC~P P
_P..:!J!'.._, · 1_~--39;, _____ l·IRIHl<Lc __ .:: .. 5' EX.! ... __ 9_/_1_5/.92 HILLER _L ___ ., _____ _
-·· -.. ·········-· ····--------------. ····--··-·
---
CANOHIE ENUIRONHEHTAL SERUICES CORP.
CHEHTROHICS SITE REHEDIATIOH
OA/OC SUHHARY REPORT
ACJ[1 PIT
-iilil lilil liiiiiil liiiil liiiil -
REPA IP. REPORT
. ----------------·---------·-----. ·---------------REP Alf SEAi,; LOGATIO" DESCF:IPHOri SIZE OF REPAII: REPAIE WELDEF. -----------•----------------------------------~--~ ·c--c-----------------------------------~-~~--!: t O, DAMAGE RE!'A II: M!::THOI> DRTE
HACH I HE TES:i TECE. ------------HUHBER DATE -----------------

-
-
-----------------

-
-
-~------cc~~.,~,-------------------------------=------~-=------cc--f<14[: ? i fl 39~ L • PUN~TURE ~· :-: 2.5' PATCH 9/15/92 CARTER ----------------------------,-------~----=--=--'--------=-=·=--_f!.~"-~---? ( I: 393.5 WRINl(LE 5.5' PATCH 9/15/92 CARTER
JJDII 9/21 /92 cc
400 9/21/92 CB P.1>i;-7 C 385 DS n 6' ,; 2.5' PATCH 9/15/92 PAYNE R-1~'1~3'-------~6-/'------7~---'-3~9~6-JUH::TI OH 2' X 3 .5' PATCH -9/15/92 CARTER ----------------,-----"--~-------=~-~-=------~=----=------,--=----===c----=~----==,---------:=--------,,--:-'=-c'-:~ R14~ 5 / 6 397 L 1 PUNCTURE 18" X 18" PATCH 9/15/92 PAYNE
408 :PATCH CAPPED
4118 9/21/92 CB
408 I PATCH CAPPED
408 I PATCH CAPPED
408 I PATCH CAPPED
4118 !PATCH CAPPED
401! !PATCH CAPPED
4011 ·PATCH (:APPEil
40P. !PATCH CAPPEi>
4011 'PATCH CAPPED
408 ·PATCH CAPPEP
----------------·--------
406 9/19/9:? er.
406 9/21/Y;' Cf: ---· -------406 9121 iv:· C[i ---------. -------406 9/17/Y~ GP
lliiill
RESULT
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p --··--· ·---------408 9/16/97 cc p ---------408 9/16/9;' C8 p
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CANONIE ENUIRONHENTAL SERUICES CORP.
CHEHTROHICS SITE REHEDIATIOH
OA/OC SUMMARY REPORT
~ I 3
P.16~ 3 / h
R164~ 3 / " R164C 2 R 2C ~ / 8 !
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_4 ____ ~PUHC TIJRE~----G.. ___ EXT . 9 /16 / 92 MIL L_,Ec,R,-----,''---cOcc8 __ ------c9~/,...1,---6~/IJ_::._ __ C_B ____ P __ R16\'____________ 9 R 20 ____ PUHCTIIR_E ___________ h':__ __ -,---------cEXl. ____ 9_/_1Y92__ ___ M__!_L_l,ER 408 9(!_~92 __ C_B ____ P __
P.161: 5 / 6
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__ R_1_71; ____ 1_!;_( 19 Sil ____ -,-_AT _________ 3 ' __ ::,---:~-~· ,--------cpc-Accl_C_H__ 4118 'PATCII CAPPEC< P.17•, 2C / 21 44 D,. 1 ~ ____ 4_"_li Z. 5' PATCII 4118 'PATCII CAPPED · "ti"17::· ---z::;-;:·23·----r,--------,SccKIRl 6 .5 'li"''6~,,..., -----cPc-AccTc-cCH 408 9/21/92 CB P
9/15/92 PAYNE
9/15/92 PAYNE
9/16/92 KERN ------___ R_1_7~ __ 2_,_i 23 17 R 1 • r, PUHCT_U_R_E ______ 8_ .. ____ P_A_T_C_H __ ~ __________ 4_11_8 ___ 9_/_2_1~/9_2 __ C_B _____ P __ 9/16/92 KERN R174 ___ 2_3 __ ( 2_4 ____ 1_2 ____ B_A_r_, SEAM 16"X15" PATCH 4118 9/21/92 CB P 9/1ii/92 KERH _ R175 __ 26 i_29___ 5_7_._5 _____ DS 15 4' :; :l' PATCH 4116 9/21/92 9/16/92 KERH CB P R17i, 30 / 31 ll AT 2 .5' :; 6' PATCH 406 9/21/92 9/16/92 KERH CB P ------------__ f!_1_7,: ____ 3_._, _,: __ 3~ ~ A, ___ 1_!''...'.___:_: 2_' PATCH 9/1_Y_9:?_ ___ KERH 406 9/2_1/IJ_:> ___ Cl!.__ ____ P __ ___ R_1Jf: ___ 3_1 _____ 3~--15_ r _1_0_. ____ P_UHC_TIJR_E_ 12 .. ;; 12"' PATCl_!__ ___ 9/_11\_/92 ___ K_E_R_l'l_' ____ 4_U8 ___ 9/21f1J_? ___ ~B___ P __ R_1?~----3_:i_,: _3_2 ____ 1_6_R_1_B_._5 _____ D_Etl1"_ __________ h.. EXT. 9/16/_92 KERN 408 9/21 /92 __ (,E P R179fi 7 / E 14 P. 5.5 PUNCTURE (,.. EXT. 9/16/92 MILLER 406 9/18/92 CB P ------~----,------------------------------------------------------------R1RI' uorr,
-----------------
---.. -..
CRHOHIE EHUIROHMEHTAL SERVICES CORP.
CHEMTROHICS SITE REMEDIATION
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. ----------·-··· =---,,=-=-·----·-··-------=c--=-c--,--=-~-=~
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R:!:PA JI: SEAM LOCOTI o~: DESCE I PT! OH SIZE UF 'REPA IF: REPII IR ,WELDH ----·----·-----------------------·· -·--· . ····---~c-'c'~c-c----'-ccc'==c---···----------~~-"'=-c----~ HIJIIBEJ: HUNBEP. OF l)AlfAGE REPOIP. IIETHor, DAIE
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-----------· -. ·----------------. --. ---------------·---·--------R18i UOID -·--· ·-.. -----,-,-,-cc---"C"CC···-·-·-----·-··· . -

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R182 12 / 13 6 3 L 1 B Afi S_E_A_l1_, ___ 1_s_··_x_1_&_" __ P_A_T_C_H __ 9/17/92 KERN 40S 9/17/92
9/17 /92 R183 12 / 13 63 L 1.5 WRIH_K_L_E _____ 6_' ____ E_X_T_. __ _ KERN 41!5 9/17/92 R18~ 12 / 13 60 L 10.5 PUHCTURE 3' ~ 1.5' PATCH 9/17/92 KERN 41!5 9/17/92 R185 6 / 7 62 L 5 WRIHKLE 2C"X5'6" PATCH 9/17/92 KERN 4115 9/17/92 R186 6 / 7 2 L L5 PUH::TURE 6" EXT. · 9/17 /92 KERN 41!5 9/17/92 R187 3 / ~ ~ H/A H/A H/f1 N/A H/A H/A 9/17/92
9/17/92 KERN 485 9/17/92
9/17/'12 KERN 465 9/17/92
9/16/92 111 LLER 40f1 9!17 /\12
9/17/92 KERN 405 9/17/92
9/17/92 KERN 405 9/17/92
TECH.
CB
CB
CB
CB
GP
GP
CB
CB
CB
cc
CB ·----9/17/92 KERH 405 9/17/92 CB
------------------------------------------------------•-----------
RESULT
p
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l!Al SEAi•: ----·------------· ---. ·--------------------------------GAf·
R19!: f. _: (I . -1: L .t;
P.19~· {. / ;
s_· _:_; _:_· · ___ PA_T Cll__ ___ 91_]_71_~ ~---•_CER~ ____ 4_0S --·-9 /1 7 I 92 _ ---cc,,,c ___ ----,,P __ (,' ); __ ,1_· ___ P_ATCH 9/17/92 KERN 405 9/17/92 CB P ----------------------------
BAI· UELI> ---------·-·
R2P:t ~ ,: ~ ---------------------------------~--·-· __ EXT. 9116/92 11I LLrn 406 9/18/9~ CC P
. ---------------
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CANON!E ENUIRONNENTAL SERUICES CORP.
CHEMTRONICS SITE REMEDIATION
QA/QC SUMMAR\' REPORT
ACID PIT
liliiil
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--------. -·-·. -·--------------······-------·-----
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REPAIJ: SEAM LOCllTIO~I DESCP.!Plf!ON SIZE OF iflEPA!R REPAIJ: 11/ELOEI:
-
!MACHINE TEST TECH. ... ·-------------------------------------------------------· NUNBEf: NUIIBEP. OF DAMIIGE REPAIR NETH OD DATE HUHBH Dl!TE ----· ----· -------------------·---· ·---------------------------------···-•R.?._ll', ___ !;_j. 9 ____ •c.· -'L'-s'-• -----'BA~ SEAi! 5' 1: 2 .5_' __ PA.!£11_·-· 9/_1'-'7-'/-'9-'2'--==-----'-=-----'-'--~'-'--KERti 4115 9/17/\12 CB ll21l~ i' / 6 1~ H 6 PUNCTURE 15" " 15" PATCH 9/14/92 =----'-=--"--'-=----'-'-'-'-'--'---~--"-"-''--'-===-"-----'-=----'-'-'--=-', R2DZ i I E 2U H 9 PUNCTURE 12" ,: 3' PATCH 9/14/\12
HILLER 406 9/17/\12 CB
HILLER 406 9/17/\12 CB R20!; 7 / E 25 R 5 PUNCTURE 'i" EXT. · 9/16/92 NILLER 408 9/18/\12 CB R205 7 / 6 12 R 6 PUNCTURE 12" ,: 16" PATCH . 9/16/\12 HILLER 406 9/18/\12 CB R206 34/38/32 N/A JUNCTIOH 5',: 2' PATCH 9/16/\12 KERN 408 11/21/\12 CB
CB
RESULT
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p
p
p
p
p
p R207 15 / 26 122 L 1ll DENT 6" El:T. 9/15/92 ll20f. UO IV --------------~--'--''--=~-----'-----'-~---·-------KERH 406 9/18/\12
R2fl9 ---uoi,...D __________ _
-·-·-·-·----· . ----------ll21 l1 UO It• ···-··· ...... ·-··-·-···· c----,--c------···-······----······--··-·---·----····-·-·· .. ---·-·=c----c-=--~=~ ==---------___ R2~-~----2/16/17 ~{~-----JUN;:_!_J_Q~ ______ 2 ' ___ :~_=?' =-===---c-cc=c'=~---cc=c-------c-,,,---,c-ccc-c-=c---=-c------=----PATCH 9/15/\12 PAYNE 408 'PATCH CAPPED ···-·ll·?.1:C. .. -· 12/29/3[;·-.. N/A ____ J.U_N_C!fll_H ___ l _.5_' _.;,_· _1_1_.~5-·-------~---~---------~-'-----------PATCH 9/15/\12 KERN 406 9/21/\12 CB p R21:i BUTT 281 L 1.5 PUNCTURE 'i" El:T. 9/15/\12 KERN 406 9/21/\12 CB p ---R21!! 32 ;" 33 {)!. DS 1li 2.s·xs· PATCH 9/16/\12 KERN 408 CB p 9/21/\12 ------------------------------------------~------------.. _1:?.1.? ···--3'1 /. 38 ___ .... o_. BAV SE_A_t: ____ 7_·_1:_:r_· ___________ _ PATCH 9/16/\12 KERN 408 9/21/92 CB r _1!~1.io .... 32/33/34 H/R . J.l!_tlC.lJ.!)_H __ '._2_._5_'_X_4_._5_' ____________________ ~------------PATCH 9/16/92 KERN 4116 9/21/\12 CB p R217 UOW -~=----------·--·-·--·-·---------------R21f: BUTT 26C D< ~·• •· ;; 2.5' PATCH 9/16/\12 . ·-----------·-----··------------------------R21 C· ·--.ll~_TT 25c.5 B.11_11. SEflt: 11.s· ): 2.5' PATCH .9J...)_6_(\1_2_. __ f:ll2.I' -... -B.~TT ___ 4;. ____ JuN::T I o~-----•. -.----EXT 9/16/92
KERN
KERN
KERN
4116
406
406
9/21/92
9/21/\12
•PATCH CAPPED
·-·-·--------------
CB p
CB p
------.. -.. ---.. iiiiil -llliil .. aii)
CAHOHIE EHUIROHMEHTAL SERUICES CORP.
CHEMTROHICS SITE REHEDIATIOH
QA/QC SUHHARV REPORT
ACrn PIT
REPAIR REPORT
-----·--------·----------·---------
REPA 11: SEAt: LOCAT!OH llES~P.JPTIOH SIZE OF REPIIIr. REPAlf. WELDER MACHINE TEST TECI\.
---------·-----------------------------------------------------
----------
HUNBEI: HUl'IBEf: OF DAMAGE REPA Jr. METHO~ llAT!'. HUMBEP. Df!TE
------·--··------------------------. ·-------·------------· ·------------·----------·--·------·-----------
R221 BUT1 49 OS 1~ 2' ;; 4.5' PATCl1 9/16/92 KERH '>118 9'/22/92 CB
---·------------
·---------
-----------------
___ BJ~? _______ _ll_UTI _______ H .5 B_lli: ___ s_E_AII ~.. EXT. 9/16/92 KERH '>IIS 'PATCH CAPPH
_ _B_:'.2_:) BUTT 169 D S 19 : 2 ' l: 4 . 5 . PAT CH 9 /16 / 92 __ K_E_R~H ____ '>_ll_8 _______ _
R22l\ BUTT 235. 5 OS 2 ~ . 2' ); 4. 5. PATC_~_ 9/16/92 ___ ccK.=EccRccH ____ '>.cll=.8=----'-'---=-'-c.c..=--
R225 15/35/3ii 36 JUH::T!Ott 2' ); S' PATCH · 9/18/92 MILLH '>116
9/21/92 CB
9/21/92 CB
9/19/92 CB
R225A 15 / 26 U BAO SEAi'\ :3 .5' ;; 7. PATCH · 9/16/92 KERH '>118
c-'---~~~--=~=----"-=---~-,--'-C..C.=--
R22 o 1o• / 36 '>8 BAO SEA11 15"' ;; 5 · PATCH · 9/18/92 MILLER '>116
9/18/92 CB
9/19/92 CB
__ R_:'.27 15 / 36 53 PU_!l_'.'..TUJlE 1' i; 1' PATCH · 9/18/9c-2=-_M:-cl~L_,L-=E:-cR ___ -,-'-.cll.,.6 __ -c~~~--
___ B_:!2_ft _________ 1_<:~J___3_i. ____ _5_:l_~-~-WR! Hl(LE 1' ...,... __ _Eln. ____ 9/18/92 ___ MILL-=E:-cR ___ ,..'>.,.11
7
6 __ -c~~---
R229 15· / 3(, 6~ Bfll) SEAl·I 2' 1: 1' PATCH 9/18/92 MILLER '>11(,
9/19/92 CB
9/19/9:! CB
9'/19/92 CB
----------------·------------·----------------------
___ !(_2_<!_1< ________ ~_':.__,: __ _:J_~ 7"2 BRI, SEAl~---~..:.:~~;_· ___ P_l1_:1:~II_ 9/18/92 __ MILLER ____ '!_116 9/19/92 CB
9'/21/92
R2!<_, . ----32 /_3::___ 1i.s .5 _r.__2_ ________ D!:H1 5"' ----~_i;_!_, ___ 9..c/_1_8..c,_'9_2 __ M_I_L_L __ E_P. ____ .. _11_6 ___ ~~---CB
9/21/92
_____ R23_:2_ ______ 3::_ i _37 ___ 109 _____ D, 1-~---.2.5' l: 5' PAT_l:H_~1_8~/_9_2 __ M_l_L_L_E_R ___ '>_ll_o_· ---~~---CB
R233 3:: / 3f 7(, r. 17 DEHT 9"' EXT. 9 /18/92 Ml LLER '>116 9 /21 /92 CB
9·/21/92
__ B23':. _____ 3~ / 3f. ______ 6,!_i _ _2_r. ______ S~l_!lT _____ 1: · i: 6 · PATC __ l_l __ 9_/_1_8 __ /_9_2 __ M_I_L_L_E_R ___ '>_ll<, _____ ~---CB
_ _!l2_~ 33 / 3f 55 L 5 .5 PUHCTURE · 2' :S 2' PATCH 9/18/92 MILLER '>116 ------------------
-~R~2~3_t, ____ 1 ~--_/ __ .:1_~_ r. ______ C_~_f'__ : 2 ' ); I.. 5 · PAT C"H---'-9-'-/-'1-=8-'-/-'-9-=2--'M-"I'-'L°'L°'E°'R'-----'-'-'1
1
'
-
'
6
-
-
-
-
'
'
-
'
-
'
-
=
-
'
-
"
'
-
-
R237 1_<:0 /__1_". _________ l:_ _______ CA_f ______ :.C2' ;; ___ L_,_5_: __ P_!ITCI! ____ 9/18/_92 MI LLEccRc___ ___ '>ccllcci, __ ___c.
9/21/92 CB
9'/18/92 CB
9L1_y_92 CB
9' /1_8/92
R23f 2i'._/. 2_7 ____ 111_(,_~-~---------l!Al· SEflM _____ .S'_l:~_.5 PAT_C:l_l _9/18/92 MJLLE.ccR ___ ..c'-.11~-'-6 __ ._c.-'--' co
9/18/92
R23~ 2_i'..J ___ 2_7 ____ i!:__L_ 23 BAP SE_Al'c ________ ~_: _____ EXT .___ 9 /18/92 __ "1_!_~_L_E~R ____ '-ccll_o ___ --'-'--CB
R241', 1,: ,' 21, 112 L 2~ BRI' SE Rt: 2' EXT. 9/18/92 MILLER '>116
---------.... ------=---~----~--'-9' /18/9'.' co
iiiill
RESULT
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p
p
p
p
p
p
p
p
p
r
p
p
p
r
p
--------.. liiil
CAHOHIE EHUIROHMEHTAL SERUICES CORP.
CHEMTROHICS SITE REMEDIATION
QA/QC SUMMARY REPORT
ACID rn
REPAIR REPORT
-------·----· ---·· .. ------------------·-----·------------
ll~PAJI: SEAN LOCAT IO~ DESCR I PT! OH SIZE OF
--·----· ... ·-----------·-·------------HUHBEI: HUMBER OF DAMAGE REPAIR
------------------------------------------------------
R24"1 2{r / 27 108 BAL• SEAM 15" X 2.5'
-----. R242 15 / 26 163 BAO SEAM .,. u ---· R243 15 I 2;; 153 BAV SEAM 1.5'
R244 UOID
R245 UOIV
R246 UOID
R247 uorn
R246 UOI[,
R?49 UIIIP ---------------------R2:5 l1 "t / L 14:J BAil SEAM ,, ..
-------------------R25~ .,, 3'' n IIAI> SEAM (,.' , .. , < ---------------·-----------------------------
R25~ 37/38/33 H/A JUH::TIOH 2' X 4'
---------------------------R25:i UOIP
R25~ 1 ! 5 304 CAP ., . X ., , -<
R2S5 1, I 5 28C CAr 6.~· X ,, ,
-~--R25i• t: / 9 316 R '22 CAP 6" ·------·----., . R2S7 BUTT r. BAD SEAM 49' :; L
r.~sc BUTT 53 BAO SEAM 2~· ,. ., .
" L -------------------------R2S~ f. / ~ 27S R 3 GA:; UEH, 5.5' 0 s· ------·--------------------R26t BIITT 77 CAP 61 _ 5 X 15"
--· --------· ·-----------------···-------·----·--·
---------------------
REPA IP.
METHOD
PATCH
EXT.
EXT.
E1-T.
E1'1.
EXT.
CAP
CAP
CAP
CAP
CAP
BOOT
CAP
-liiilll liiil --iiiil liiiil
REPAIP. WELDER MACHIHE TEST TECH. RESULT
DATE HUMBER DATE
9/18/92 MILLER 4116 9/18/92 CB p
· 9/18/92 MILLER 4116 9/18/92 CB r
9/18/92 Ml LLER 4116 9/18/92 CB p
'9/16/92 MILLER "ll8 9/19/92 CB p
9/18/92 MILLER 4116 9/21/92 CB p
9/18/92 MILLER 4116 9/21/92 CB p
'9/19/92 MILLER 4116 9/19/92 CB p
• 9/19/92 MILLER "ll6 9/19/92 CB p
· 9/19/92 MILLER "'" 9/19/92 CB p
9/19/92 MILLER 4116 9/22/92 CB p
9/19/92 MILLER .. 0(, 9/22/92 CB p
9/19/92 MILLER 1106 9/19/92 CB p
9/21/92 MILLER .. 116 9/22/92 CB p
--.. --.. -....
CANON![ ENUIRDNMENTAL SERUICES CORP.
CHEHTRONICS SITE REMEDIATION
OA/OC SUMMARY REPORT
ACJr. PIT
OF DAMAGE
lt9 CAP
lt9 CAP
2': / 24 65 BAD SEAM
BUTT 14~ BAD SEAM
R265 25 / 6 393 CAP
114 CAP
R~7ci -------R277 --------------------R~7t:
REPAIR REPORT
SIZE OF
REP fl rn ~-~ 2.5'
5' X q, .,
4"
4"
1 C' X 4·
24' X 3.5"
·-----------------
------..... --------------
.. liiill iiiil .. -iiill -
REPA Iii REPAIR WELDER MACHINE TEST TECH. RESULT
HETHOP DATE HUMBER DATE
CAP 9/21/92 MILLER ltll6 9/22/92 CB p
CAP 9/21/92 MILLER 4ll6 9/22/92 CB p
EXT. 9/21/92 HILLER 4116 9/22/92 CB p
EXT. 9/22/92 HILLER 4116 9/22/92 CB p
CAP 9/24/92 MILLER 4ll6 9/24/92 CB p
CAP · 9/24/92 MILLER 4116 9/24/92 CB p
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I
I
I APPENDIX C
I CHRONOLOGICAL LOGS
FOR
I DISPOSAL AREAS
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DATE
2/21/92
2/24/92
2/26/92
2/28/92
4/2/92
4/27/92
4/30/92
5/1/92
5/28/92
7/8/92
7/14/92
SUMMARY LOG
CAP CONSTRUCTION DA-6
ACTIVITY
Preconstruction survey; Two drums and a battery noted.
Site meeting; Discuss significance of drums. Apparently from maintenance shop;
JRC accepts for disposition. Begin clearing.
Chipping: Disposal Area cleared; chipping vegetation.
Baseline Topo; Initial baseline topographic survey.
Common fill; Place common fill on DA-6. One layer of common fill sufficient
to establish grade.
Compaction; Conduct tests as part of initial effort to determine compactive effort
necessary to achieve satisfactory compaction. Tests were performed with the
sand cone and with the nuclear density gage. Law Engineering personnel monitor
soil moisture and compaction. The SEC Donohue Resident Engineer, an
experienced geotechnical engineer, observed all tests and participated in Proctor
curve selection. Initial test results confirm that the nuclear density gage method
is not suitable for use at this site due to high mica content of the soils, as
anticipated. Test results also indicated that equipment presently on site can not
achieve satisfactory compaction.
Retests: Reevaluating Proctor curve selection. All test results unacceptable.
Retests; Dynapac CA-151 single-drum, pad-foot vibratory roller on site; achieves
specified compaction. DA-6 approved for placement of low permeability layer.
Low permeability soil layer; Red clayey silt from the Back Valley treatment
building location placed as the first lift of the low permeability layer. Law
Engineering continues to monitor soil moisture and compaction. First lift of low
permeability soil on DA 6 approved. Complete second lift with soil from Borrow
Area 2 and check thickness.
Surface preparation; Begin surface preparation of the low permeability soil layer
on DA 6. Surface cracked due to desiccation. Adding moisture and grading
surface fails to correct the problem. Utilize roto-tiller and smooth-drum vibratory
roller 7/13/92 to prepare surface. Excavate liner-anchor trench in preparation for
deploying HOPE.
HOPE liner; Attala Lining Systems, Inc. deploys 60-mil textured HOPE panels
and begins welding the seams. Law Engineering personnel provide independent
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I
7/16/92
7/17/92
7/30/92
9/15/92
9/18/92
9/26/92
10/2/92
QA/QC oversight and documentation, and experienced SEC Donohue personnel
monitor all aspects of HDPE installation. HDPE welding and inspection complete
7/15/92.
Drainage media: Deploy Tensar Geogrid synthetic drainage media over the
HDPE on DA 6. Backfill liner-anchor trench as sewing of the Tensar proceeds.
Backfill placed and compacted with a Case 580 with a vibrating-plate tamper on
the backhoe boom. Sewing and trench backfill complete on 7/17/92.
Select fill: Begin placing select fill on DA 6 from Borrow Area 3 behind Building
134. Complete toe drains and select fill 7/22/92.
Biotic barrier: Install 60-mil HDPE biotic barrier in a 60-in. deep trench outside
the liner-anchor trench.
Top soil: Place the top soil layer on DA 6 and grade the cap and the surrounding
area.
Settlement markers: Install three settlement monuments in the cap at DA 6.
Seeding: Prepare cap surface with a roto-tiller and apply fertilizer and seed with
a Hydro-seeder. Apply and crimp mulch.
Fence: Allison Fence Co. begins drilling fence post holes at DA 6. Heavy rains
delay setting posts until 10/12/92, when holes re-dug and concrete poured. All
fencing complete, gates adjusted, etc. 11/11/92.
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DATE
2/19/92
2/21/92
2/28/92
3/26/92
4/7/92
6/2/92
SUMMARY LOG
CAP CONSTRUCTION DA-7/8
ACTIVITY
Clearing: Begin clearing buffer zone at DA 7/8. Encounter apparent surface
contamination; Stop all activity until exclusion zone can be better delineated.
Pre-construction survey: Re-delineate exclusion zone, extend cap boundary at the
northeast end of DA 7 /8 to cover waste in that area previously hidden by
vegetation. Continue clearing and chipping in Level C. Agree at a meeting
2/24/92 to excavate a shallow trench at the proposed cap boundary to better
delineate extent of contamination prior to placing common fill.
Initial baseline topographic survey.
Test pit: Alexander Construction mobilizes a large trackhoe to DA 7/8. Carefully
excavate an exploration trench along the northeast end of the disposal area.
Encounter two pits with plastic bags, trash can, etc.; agree to extend the cap
boundary to cover that area.
Common fill: Place common fill on access road and in buffer zone at DA-7/8.
Due to steep slopes, it is necessary to establish horizontal ramps across the upper
portion of the disposal area for the dump trucks. The piles of fill material are
later pushed down the hill with bulldozers to completely cover the cap area
4/10/92. Elect to pre-excavate liner-anchor trench along northeast comer of the
cap to check for waste prior to completing fill to rough grade limits. Encounter
shipping materials, canisters, unused plastic bags and protective coveralls in a pit
to the east of the disposal area. This material was apparent! y disposed of
following closure of a government contract in 1969. The material did not appear
to be hazardous waste. Spread the excavated material over the northeast end of
the area to be capped and covered with common fill. The excavation was then
backfilled with clean fill and the cap extended, again, to cover that area.
Complete first lift of common fill and drain to grade 4/15/92. Return to compact
common fill with DynaPac padfoot roller on 6/1/92. Law Engineering personnel
perform QA/QC services during placement, moisture conditioning and compaction
of soil. The SEC Donohue Resident Engineer, an experienced geotechnical
engineer, reviews test results and Proctor curve selection for all lifts prior to
placing of subsequent lifts. Test reports by Law Engineering are presented in
Appendix B to this report. Common fill completed and approved for placement
of the low permeability layer 6/2/92.
Low permeability soil layer: Place first lift of the low permeability soil layer on
DA 7/8. Law Engineering continues to monitor soil moisture and compaction.
First lift approved and begin second lift 6/3/92, complete 6/8/92 after heavy
rains. DA 7/8 approved for HOPE after thickness check 6/29/92.
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7/17/92
7/24/92
7/29/92
8/5/92
9/14/92
9/16/92
9/18/92
9/25/92
10/13/92
Surface preparation: Begin surface preparation of the low permeability soil layer
on DA 7/8. Add moisture to minimize the incidence of desiccation cracking.
Utilize roto-tiller and smooth-drum vibratory roller 7/24/92 to complete surface
preparation. Begin excavating liner-anchor trench in preparation for deploying
HDPE. Minor amounts of waste encountered at two locations at northeast corner
of cap. Backfill liner-anchor trench, and extend cap to cover that area.
HDPE liner: Attala Lining Systems, Inc. deploys 60-mil textured HDPE panels
and begins welding the seams. Law Engineering personnel provide independent
QA/QC oversight and documentation, and experienced SEC Donohue personnel
monitor all aspects of HDPE installation. HDPE welding and inspection complete
7/29/92.
Drainage media: Deploy Tensar Geogrid synthetic drainage media over the
HDPE on DA 7 /8. Backfill liner-anchor trench as sewing of the Tensar
proceeds. Backfill placed and compacted with a Case 580 with a vibrating-plate
tamper on the backhoe boom. Sewing complete on 7/30/92. Toe drains and
liner-anchor trench backfill complete on 8/4/92.
Select fill: Begin select fill 8/5/92. Select fill complete on DA 7/8 on 9/14/92.
Biotic barrier; Install 60-mil HDPE biotic barrier in a 60-in. deep trench outside
the liner-anchor trench.
Top soil: Place the top soil layer on DA 7/8 and grade the cap and the
surrounding area.
Settlement markers: Install three settlement monuments in the cap at DA 7/8.
Seeding: Prepare cap surface with a roto-tiller, apply fertilizer and seed with a
Hydro-seeder. Apply and crimp mulch, and install erosion control matting on
steeply sloping areas. Complete 9/26/92.
Fence: Allison Fence Co. begins drilling fence post holes at DA 7/8. All fencing
complete, gates adjusted, etc. 11/11/92.
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DATE
2/3/92
2/11/92
2/20/92
2/27/92
4/3/92
4/27/92
4/30/92
5/1/92
5/28/92
SUMMARY LOG
CAP CONSTRUCTION DA-9
ACTIVITY
Preconstruction survey: Establish exclusion zone.
Clearing: Begin clearing buffer zone at DA 9. Complete clearing and chipping
in the disposal area in Level C on 2/18/92.
Drums: Excavate cluster of drums exposed near the stream west of DA 9.
Canonie and SEC Donohue CIHs provide oversight. Drums already crushed and
apparently placed at that location for disposal. No VOCs or contaminants noted.
Soil samples collected and submitted for laboratory analysis. Drums placed on
DA 9 to be covered by the cap. Lab results 4/8/92 reported no contaminants
detected in the soil sample. Covered the area where drums removed with clean
soil and graded.
Initial baseline topographic survey.
Common fill: Place common fill to rough grade on DA-9.
Compaction: Conduct tests as part of initial effort to determine compactive effort
necessary to achieve satisfactory compaction. Tests were performed with the
sand cone and with the nuclear density gage. Law Engineering personnel monitor
soil moisture and compaction. The SEC Donohue Resident Engineer, an
experienced geotechnical engineer, observed all tests and participated in Proctor
curve selection. Initial test results confirm that the nuclear density gage method
is not suitable for use at this site due to high mica content of the soils, as
anticipated. Test results also indicated that equipment presently on site can not
achieve satisfactory compaction.
Retests: Reevaluating Proctor curve selection. All test results unacceptable.
Retests: Dynapac CA-151 single-drum, vibratory padfoot roller on site.
Achieved specified compaction and DA-9 approved for placement of the low
permeability soil layer 5/4/92.
Low permeability soil layer: Place first lift of the low permeability soil layer on
DA 9. Law Engineering continues to monitor soil moisture and compaction.
First lift approved and second lift placed 6/1/92 after a rain on 5/29/92.
Compaction tests indicate compaction adequate, but moisture content not within
the range specified. Add water and rework the area. DA 9 approved for HOPE
after thickness check 6/29/92.
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7/8/92
7/14/92
7/17/92
7/17/92
7/31/92
9/1/92
9/19/92
9/24/92
10/2/92
Surface preparation: Begin surface preparation of the low permeability soil layer
on DA 9. Severe desiccation cracking noted. Adding moisture and grading
surface fails to correct the problem. Utilize roto-tiller and smooth-drum vibratory
roller 7/13/92 to complete surface preparation. Excavate liner-anchor trench in
preparation for deploying HOPE.
HOPE liner: Attala Lining Systems, Inc. deploys 60-mil textured HOPE panels
and begins welding the seams. Law Engineering personnel provide independent
QA/QC oversight and documentation, and experienced SEC Donohue personnel
monitor all aspects ofHDPE installation. HOPE welding and inspection complete
7/15/92.
Drainage media: Deploy Tensar Geogrid synthetic drainage media over the
HOPE on DA 9. Backfill liner-anchor trench 7 / 18/92 as sewing of the Tensar
proceeds. Backfill placed and compacted with a Case 580 tractor with a
vibrating-plate tamper on the backhoe boom. Sewing complete on 7 / 18/92. Toe
drains and liner-anchor trench backfill complete on 7/22/92.
Select fill: Complete toe drains 7/22/92 and begin select fill 7/23/92. Select fill
complete on DA 9 on 7/27/92.
Biotic barrier: Install 60-mil HOPE biotic barrier in a 60-in. deep trench outside
the liner-anchor trench.
Top soil: Place the top soil layer on DA 9 and grade the cap and the surrounding
area.
Settlement markers: Install three settlement monuments in the cap at DA 9.
Seeding: Prepare cap surface with a roto-tiller and apply fertilizer and seed with
a Hydro-seeder. Apply and crimp mulch.
Fence: Allison Fence Co. begins drilling fence post holes at DA 9. Heavy rains
delay setting posts until 10/12/92, when holes re-dug and concrete poured. All
fencing complete, gates adjusted, etc. 11/11/92.
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DATE
3/2/92
3/4/92
4/8/92
4/14/92
4/29/92
5/28/92
6/23/92
7/2/92
SUMMARY LOG
CAP CONSTRUCTION DA-10/11
ACTIVITY
Pre-construction Survey.
Clearing and chipping: Working in Level C; chipper down from 3/17 to 3/23.
Complete chipping 3/26/92.
Baseline topographic survey.
Common fill: Begin placing common fill in buffer zone to the northeast of the
Disposal Area. No fill activities from 4/15 to 4/23 due to rain. Resume placing
common fill 4/24/92. Attempting to compact with rubber-tired frontloader. ·
Compaction: Begin compacting common fill with DynaPac CA-1500, vibratory,
pad-foot roller 5/4/92. Complete first lift of common fill on DA-10/11. Area
now covered with protective layer of clean fill, so Level C no longer necessary.
Continue stockpiling common fill until Cap QA/QC Plan approved. Conduct
compaction tests as part of initial effort to select Proctor curves and to determine
compactive effort necessary to achieve compaction. Initial compaction test results
indicate the DynaPac roller achieving satisfactory compaction, except on steep
slopes. The contractor begins placing soil in lifts along the bottom of the slopes
and compacting parallel to the slope. Law Engineering personnel perform
QA/QC services during placement, moisture conditioning and compaction of soil.
The SEC Donohue Resideryt Engineer, an experienced geotechnical engineer
reviews test results and selection of Proctor1curves for each lift prior to placing
of subsequent lifts. Test reports from Law Engineering are included in Appendix
B to this report.
Rough grade: Complete placing common fill on DA 10/11 and grade to rough
grade limits.
Low permeability soil ·layer: Begin placing low permeability soil layer on DA
10/11 following satisfactory grading and compaction of common fill. Law
Engineering personnel continue to monitor soil moisture control and compaction.
Thickness check: Drill IO auger holes at DA 10/11 to determine thickness of the
low permeability soil layer. Two areas at the southeast comer of the cap too
thin. Complete corrective action 7/8/92 and retest. All auger holes backfilled
with a blend of auger cuttings and Quik Gel Bentonite powder to assure integrity
of the low permeability layer at test locations.
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7/14/92
7/14/92
7/16/92
7/20/92
7/23/92
8/3/92
9/17/92
9/26/92
Surface prep: Begin surface preparation of the low permeability soil layer with
a rototiller and labor crew to pick rocks. Cover the exposed surface with filter
fabric and use Hydroseeder to keep filter fabric wet and reduce the incidence of
desiccation cracking prior to placing HOPE.
Liner-anchor trench: Begin excavating liner-anchor trench around DA 10/11 in
preparation for deployment of HOPE liner. Encounter objects that appear to be
shipping canisters near the northwest comer of the cap during excavation. After
review by all parties, backfill trench and extend cap over that area. Encounter
what appears to be a stainless steel drum in the anchor trench near the northeast
comer of the cap 7/16/92. Backfill the trench and extend the cap again.
HOPE Liner: Remove wet filter fabric and touch up surface of low permeability
soil layer. Attala Lining Systems, Inc. deploys 60-mil HOPE panels and begins
welding the seams. Law Engineering personnel provide independent QA/QC
oversight and documentation, and experienced SEC Donohue personnel monitor
all aspects of HOPE installation. QA/QC testing revealed one seam defective due
to an erratic welder, which was then removed from service. The extent of the
erratic weld was determined and the seam capped. HOPE welding and inspection
complete 7 /21 /92.
Drainage media: Begin deploying Tensar Geogrid synthetic drainage media over
the HOPE at the west end of DA 10/11 as testing and repair of HOPE progresses
toward the east end of the cap. Inspect the HOPE in the upper liner-anchor
trench and line the trench with Tensar in order to backfill with select fill and seal
against potential infiltration. Tensar in the trench sewed to Tensar on the surface
of the cap after QA/QC inspection of HOPE complete. Place and compact the
backfill in the trench with a Case 580 with a vibrating-plate tamper on the
backhoe boom. Continue back-filling the liner-anchor trench around the cap as
deployment and sewing of the Tensar progresses. Complete deploying Tensar
7/22/92. Encounter delays in sewing Tensar as portable sewing machines require
repair. Complete sewing Tensar on DA 10/1 I on 7/27/92.
Select fill: Begin placing select fill over the Tensar drainage media at the west
end of the cap as sewing of the Tensar progresses. Begin installing toe drain
along east end and south edge of cap as backfilling continues. Complete placing
select fill on DA 10/11 on 8/3/92.
Biotic barrier: Install 60-mil HOPE biotic barrier in a 60-in deep trel)ch outside
the liner-anchor trench around DA I 0/ 11. Continue placing select fill. Complete
biotic barrier 8/4/92.
Top soil: Place top soil layer on DA 10/11 from 9/17/92 to 9/21/92. Grade and
dress the cap and surrounding areas.
Settlement markers: Install seven settlement monuments in the cap at DA 10/ 11.
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9/29/92
10/1/92
Seeding: Prepare surface of cap. Apply fertilizer and Hydroseed and mulch
9/30/92. Defer installation of erosion-control matting along the lower slope of
the cap until fence posts can be set in that area. Complete erosion-control
matting and mulching at DA 10/1 I on 10/10/92.
Fence: Allison Fence Co. begins installing fence post holes around the cap.
Heavy rains delay fencing activities until 10/8/92, when remainder of posts set.
All fencing complete, gates adjusted, etc. on DA 10/11 on 11/11/92.
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SUMMARY LOG
CLOSURE ACTIVITIES AND CAP CONSTRUCTION DA-23
GENERAL
This section presents a chronological summary of construction activities associated with the
closure of the biolagoon in conjunction with CERCLA remediation of DA-23. These activities
are combined in the summary, because each impacted the schedule of the other.
DATE
1/31/92
2/11/92
2/12/92
3/16/92
4/30/92
5/12/92
5/13/92
ACTIVITY
Breach neutralization lagoon liner: Breached the existing HOPE liner in the
neutralization lagoon. Personnel in Level B with CIHs present from SEC
Donohue and from Canonie. Used OVA and explosimeter to monitor for volatile
organic compounds and flammable or explosive gases at four openings in the
liner; two at top and two at bottom of lagoon. None detected.
Begin liner removal: Began using a backhoe around the top of the
neutralization lagoon to expose the edge of the HOPE liner. Cut liner into
manageable sections, steam cleaned at decon pad, and placed in a roll-off
container.
Grout inlet and outlet pipes: Pumped two cubic yards of fluid groutinto the
overflow weir and the inlet and outlet pipes to the biolagoon.
Water sample: Collected a sample of accumulated water in the biolagoon for
analysis. Test results received on 3/26/92 confirmed this water was
uncontaminated rain water, as anticipated. Adjusted pH in biolagoon to 6.5 and
used water to control moisture in compacted fill and for dust control on site roads
in accordance with Section IV of the approved Closure Plan. Completed draining
the biolagoon 4/29/92.
Breach biolagoon liner: Breached the ex1stmg HOPE liner in the
biolagoon. Initial VOC readings of 15 ppm at perforations; VOC levels
dissipated immediately. Sand around leachate detection system was dry and
dusty, indicating no leaks in HOPE liner. Liner removal complete 5/6/92. Cut
liner into manageable sections, steam cleaned at the decon pad, and placed in a
roll-off container. Note: no concrete pad bases for surface aerators were found.
Sewer relocation: Began relocating the Building 117 sewerline away from DA-
23. Manhole inverts poured and finished 5/21/92 to complete the sewer
relocation.
Grout leachate detection system; Pumped fluid non-shrink grout into the
leachate detection system piping. A total of 160 sacks of Portland Type I cement
were required to completely fill the system.
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5/14/92
6/4/92
6/4/92
6/5/92
6/12/92
6/17/92
6/18/92
6/22/92
7/2/92
Baseline topographic survey of DA-23:
Manholes: Began filling manholes and related piping within and around the
area to be capped with high-slump concrete. Filled to top, or to one foot below
projected rough grade on 6/5/92. This included the former sewer line from
Building 117, which was rerouted along the road.
Grading: Began excavating berm around the biolagoon down about seven feet
and spreading and compacting soil from the berm in the lagoon. Concrete
overflow and inlet weirs that were above rough grade were crushed and placed
in the lagoons along with personal protective equipment (PPE) accumulated
during clearing of vegetation from Front Valley disposal areas.
Clearing: Cleared and chipped vegetation along east side and along the gully
in the northeast corner of DA-23. The chipped vegetation was spread over the
disposal area to be covered by the cap.
Divert culvert: Excavated to the culvert under the road between DA-23 and
Building 113. Unable to completely remove old culvert, which was encased in
· concrete, so broke it up with a "head-ache" ball and filled with high-slump
concrete. Removed other piping to preclude water access beneath the cap from
that direction. Rerouted culvert to the east of the cap and reconstructed road.
Common fill: Completed cutting berms down below rough grade,
decontaminated construction equipment and began placing common fill.
Compaction: Test results approved for the first lift of common fill at DA-23.
Continued placing and compacting common fill to the specified 95 % standard
Proctor density as weather and culvert re-route work permitted. Soil compaction
was accomplished with a DynaPac vibratory pad-foot roller. Law Engineering
geotechnical personnel performed QA/QC services during placement, moisture
conditioning and compaction of soil. The SEC Donohue Resident Engineer, an
experienced geotechnical engineer, reviewed test results and selection of Proctor
curves prior to placing subsequent lifts. Law Engineering test reports are
presented in Appendix B to this report.
Evaluation of liner-anchor trench location: Prior to beginning cap
construction, the area around the northwest margin of the disposal area between
the road and the designated cap boundary was excavated to confirm that waste did
not extend into that area. Soil from the excavation was placed on the area to be
capped, and the excavation backfilled with clean soil.
Contours: As construction progressed and new survey data became available,
it became apparent that it. was not feasible to route all surface drainage from the
cap toward the east as intended. That would require excessive elevation of the
southwest corner of the cap, and result in interference with the road to the west
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7/8/92
7/18/92
7/21/92
7/27/92
8/1/92
8/14/92
and the building to the south of the cap. A shallow drainage swale was
constructed along the south-central portion of the cap, draining to the south.
Low permeability soil layer: Began placing the low permeability soil layer on
DA-23 following satisfactory grading and compaction of common fill. Law
Engineering continued to monitor soil moisture and compaction. Completed the
low permeability soil layer 7/16/92. Dressed the surface of the layer with a roto-
tiller and rolled it with a smooth-drum vibratory roller. Temporarily covered the
surface with non-woven filter fabric and used the Hydro-seeder to keep filter
fabric wet and reduce the incidence of desiccation cracking prior to placing
HDPE.
Liner-anchor trench: Excavated liner-anchor trench around DA-23 in
preparation for deployment of HDPE liner. No visible contamination or VOCs
noted during excavation.
HDPE Liner: Removed wet filter fabric and touched up surface of low
permeability soil layer. Attala Lining Systems, Inc. deployed 60-mil textured
HDPE panels and began welding the seams. Law Engineering personnel provided
independent QA/QC oversight and documentation, and SEC Donohue geotextile
technicians monitored all aspects of HDPE installation. HDPE welding and
inspection complete 7 /27 /92.
Drainage media: Began deploying Tensar Geogrid synthetic drainage media
over the HDPE at the upper end of DA-23. Backfilled the upper liner-anchor
trench after sewing Tensar in that area. Placed and compacted the backfill in the
trench to the specified 95 % standard Proctor density with a Case 580 with a
vibrating-plate tamper on the backhoe boom. Continued back-filling liner-anchor
trench around the cap as sewing of Tensar progressed.
Select fill: Began placing select fill over the Tensar drainage media at the
north end of DA-23. Began installing toe drain along east edge of cap. As select
fill progressed, a "wrinkle" developed in the HDPE liner ahead of the fill where
the drainage swale crosses the liner-anchor trench at the south end of the cap.
Select fill and toe drain installation deferred in that area until Attala can return
to the site and complete a repair in accordance with approved QA/QC
requirements. Select fill and top soil placed and graded over the remainder of
D A-23, and stockpiled near the area to be repaired.
Biolagoon liner: Test results on the sections of HDPE liner removed from
the neutralization lagoon and the biolagoon reviewed and accepted by SCDHEC
and by GSX prior to disposal. Crews from Laidlaw Environmental Services
transported two roll-off containers off site for delivery to GSX Landfill in
Pinewood, South Carolina.
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9/10/92
9/12/92
9/26/92
9/28/92
10/13/92
10/17/92
Wrinkle repair: Attala returned to the site 9/10/92, after several weather
delays; began repair of wrinkle at south liner-anchor trench at DA-23. Repair
completed 9/11/92; backfilled the liner-anchor trench and completed toe drain
installation.
Biotic barrier: Installed 60-mil HDPE biotic barrier in a 60-in deep trench
outside the liner-anchor trench around DA-23. Continued placing select fill and
top soil and grading and shaping the cap.
Settlement markers: Installed six settlement monuments in the cap at DA-23.
Seeding: Placed rip rap in the drainage swale along the east edge of the cap,
fertilized and Hydroseeded the cap, and installed erosion-control matting along
the slopes of the cap. Completed erosion-control matting and mulching on DA-23
on 9/29/92.
Fence: Allison Fence Co. began installing fence post holes around the cap
as staked by the surveyor. They followed a straight line between two stakes at
the north end of the cap, rather than following the curve of the road, and
penetrated the HDPE liner with the tip of the power auger in three post holes.
Relocated the three fence post holes and continued installing fence; all fencing
complete, gates adjusted, etc. on 11/11/92.
Liner repair: Attala returned to the site 10/16/92. Evaluated damage to liner
at DA-23 from power auger. Cut out damaged portions of liner 10/17/92 and
patched liner and drainage media in accordance with approved QA/QC
procedures. . Personnel from Law Engineering provided QA/QC inspection
oversight and repairs were observed by personnel from Nimmo & Co., SEC
Donohue and Canonie Environmental. Replaced select fill and top soil, and
reseeded and mulched the damaged area 11/20/92. Further inspection of the cap
revealed that erosion had occurred on the south slope of the cap before protective
vegetation could become established. Repairs were completed and accepted
12/16/92.
Note: The prime remediation contractor, Canonie Environmental Services, Inc. has agreed to
further evaluation of erosion-prone areas along the south slope of the cap in the spring of 1993,
after vegetation is established. Additional repairs or erosion control measures may be necessary
at that time. However, unless severe winter weather prevents vegetation from becoming
established in the repaired areas, it is anticipated that any further corrective measures would be
primarily cosmetic in nature. The cap is currently functioning as designed and, once protective
vegetation is well established, routine operation and maintenance (O&M) activities should prove
sufficient to maintain the cap. 0 & M requirements are specified in the O & M Plan which has
been submitted to the EPA for approval. Ground-water monitoring of the biolagoon area will
be conducted under the CERCLA program, per agreement between EPA and NCDEHNR
(Letter: Meyer to Guinyard, December 14, 1990 in Appendix B to this report.
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DATE
1/28/92
1/28/92
2/27/92
3/31/92
4/2/92
4/6/92
4/27/92
7/17/92
ACTIVITY
SUMMARY LOG
CAP CONSTRUCTION
ACID PITS AREA
Pre-construction Survey.
Clearing and chipping; Working in Level C. Experiment with food coloring and
dye in herbicide to mark stumps. Food coloring does not work, as it is absorbed
by wood. Establish Back Valley decon pad at NE corner of Acid Pits area
2/12/92. Clearing delayed until a satisfactory dye procured.
Baseline topographic survey.
Common fill: Begin placing common fill on the Acid Pits area. Leave decon pad
area and area for drill cuttings open until Back Valley drilling activities complete.
Completely cover the Acid Pits cap area with common fill 7/21/92 upon
completion of drilling activities in the Back Valley.
Compaction: Conduct tests as part of inllial effort to determine compactive effort
and moisture control necessary to achieve specified compaction. Law
Engineering geotechnical personnel perform QA/QC services during placement,
moisture conditioning and compaction of soil. The SEC Donohue Resident
Engineer, an experienced geotechnical engineer, reviews test results and selection
of Proctor curves. Tests were performed with the sand cone and with the nuclear
density gage. Initial test results indicate that, as anticipated, the nuclear density
gage method is not suitable at this site due to high mica content of the soils. Test
results also indicated that equipment presently on site can not achieve satisfactory
compaction.
Gas vents: Install lower gas vent (southern) in the common fill at the Acid Pits
area. The second gas vent was installed 6/23/92.
Retests: Reevaluate Proctor curve selection. One passing test in the common fill
on the Acid Pits Area. DynaPac CA-151 vibratory padfoot roller, on site
4/29/92, begins achieving consistently satisfactory compaction. Law Engineering
personnel continue to monitor soil moisture conditioning and compaction. The
SEC Donohue Resident Engineer reviews test results and Proctor curve selection
for each lift prior to placing of subsequent lifts.
Low permeability soil layer; Begin placing low permeability soil layer on the
southeast portion of the Acid Pits Area while placing and compacting common fill
on the area previously reserved for drill cuttings and the decontamination pad.
The Acid Pits Area is sufficiently large at about 5 acres for the two fill operations
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9/9/92
9/9/92
9/10/92
9/17/92
9/21/92
to proceed simultaneously. Law Engineering personnel continue to monitor soil
moisture control and compaction. Common fill essentially completed to rough
grade limits, and the last area surveyed 8/11/92. Inclement weather allowed earth
moving operations to proceed during only three days from 8/13/92 until 8/31/92.
A small sinkhole, about 2 feet across and 4 feet deep, was noted in the drainage
swale outside the boundary of the cap near the west corner 8/25/92. The hole
appeared to contain waste, so it was backfilled with high-slump concrete and the
cap extended over that area 8/26/92.
Surface prep: Begin surface preparation of the low permeability soil layer with
a rototiller and labor crew to pick rocks. Continue to place low permeability soil
along the northeast side and haul road areas of the cap while preparing west side
of the Acid Pits cap area for deployment of HOPE. Wet weather impacts
schedule, but no desiccation cracking occurs.
Liner-anchor trench: Begin excavating liner-anchor trench along the northwest
and southwest sides of the Acid Pits Area in preparation for deployment of HOPE
liner. Continue the liner-anchor trench in increments as deployment of HOPE
proceeds.
HOPE Liner: Attala Lining Systems, Inc. begins deploying and welding textured
60-mil HOPE panels at the west corner of the Acid Pits cap. Law Engineering
personnel provide independent QA/QC oversight and documentation, and
experienced materials testing personnel from SEC Donohue monitor all aspects
of HOPE installation. HOPE welding and inspection complete 9/24/92. The
QA/QC procedures were tested and proved to be adequate when a technician
welded about 150 feet of seam without first qualifying on the welder. A review
of production records and subsequent field tests of his seam revealed
unsatisfactory welds. Test results from the laboratory confirmed this, and the
seam was capped.
Drainage media: Begin deploying Tensar Geogrid synthetic drainage media over
the HDPE at the upper end of the cap as testing and repair of HOPE progresses.
Place and compact the backfill in the liner-anchor trench as sewing and inspection
of Tensar permits. Compaction accomplished with a Case 580 with a vibrating-
plate tamper on the backhoe boom. Complete deploying and sewing Tensar on
the Acid Pits cap 9/24/92.
Select fill: Begin placing select fill over the Tensar drainage media at the upper
end of the cap as sewing of the Tensar progresses. Adjustment of surface
contours to assure minimum 4 % slope for drainage off the cap results in the need
for more toe drains. Work Directive Change 9/ 19-1 issued to add about 100 ft
of 4-in toe drain on the NE side of the cap from A-6 to A-5, and about 360 ft of
4-in toe drain on the SW side of the cap from D-6 to D-2 on Drawing No. C-07.
Begin installing toe drains along east and west sides of cap as backfilling
continues. Complete placing select fill on the Acid Pits cap on 10/13/92.
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10/13/92
10/13/92
10/19/92
10/19/92
10/19/92
Biotic barrier; Install 60-mil HOPE biotic barrier in a 60-in deep trench outside
the liner-anchor trench around the Acid Pits cap. Continue placing select fill.
Complete biotic barrier 10/17/92.
Top soil; Place top soil layer on the Acid Pits cap from 10/13/92 to 10/16/92.
Complete toe drains and grade and dress the cap and surrounding areas.
Settlement markers; Install eighteen settlement monuments in the cap at the Acid
Pits Area.
Seeding; Prepare surface of cap. Apply fertilizer and Hydroseed and mulch.
Defer erosion-control matting along the lower slope of the cap until fence posts
can be set in that area. Complete erosion-control matting and mulching on the
Acid Pits cap 10/20/92.
Fence; Allison Fence Co. begins installing fence post holes around the cap. All
fencing complete, gates adjusted, etc. on 11/11/92.
Note: Inspection of the Acid Pits cap by the Resident Engineer and the PRP Coordinator
11/18/92 revealed relatively severe erosion outside the fence along the south slope of the cap.
The erosion was caused by severe weather that occurred before protective vegetation could
become established and was masked from casual inspection by the erosion control matting.
Temporary repairs were completed 12/1/92 and the prime remediation contractor, Canonie
Environmental Services, Inc. has agreed to further evaluation and permanent repair of erosion-
prone areas along the south slope of the cap in the spring of 1993, after vegetation is established .
The cap is currently wet and soft and construction equipment needed to complete permanent
repairs during the winter might damage the liner. However, unless severe winter weather
prevents vegetation from becoming established in the repaired areas, it is anticipated that any
further problems or corrective measures would be primarily cosmetic in nature. The cap is
currently functioning as designed and, once vegetation is properly established, routine operation
and maintenance (O&M) activities should prove sufficient to maintain the cap.
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· GEOLOGICAL LOGS
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WELL INSTALLATION DETAILS
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SIRRINE
ENVIRONMENTAL CONSULTANTS
SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: --~C:.:H-,,E:,M,,_T,_,R.,_,O:.,N.,,l::C::S_,,S,.,_IT,.,E'-'R"'E"'M"'-E"'D"'l""Ae:LceA,.,C,_,Tl.,_,O:.:N.,_ _____ _ JOB NO _____ .,,G,::•1,_,6,,0"'0"'.2"'2~-
INSTALLA TION NO_~P_-~1 S=------
LOCATION: __ ~S~W'-'-A=N=N=A,,_N,.,O'-"A."'-"N,.,O'-'-RT=H'--'C""A-"R-'-'O"'L"'IN,.,_A'-'---------
CLIENT: ---~N=l=M=M~O~A~N=D~C~O=M=P~A=N~Y~-----------
CONTRACTOR: _..,,E..,N,.,V.,,IR.,_,O:.:N.,,M,eE,,,NT"-'-'A"'L'-'M"'-"O'-'N.,_,IT..,,O:.,.R,,_,INc,;G,,_,,A..,N,,D'--'T'-"E,.,S,.,_T,,_IN,.,Ge..::C::O.,_,R,:_P~. _
BORING NO. ____ ,_p_-1,.,S,_ ___ _
TYPE OF INSTALLATION:
SHALLOW [xi DEEP □ ~~~'.~RA TING □
LOCATION:
DRILLER: ---=B~. C=A=B=IT~ ___ CERTIACATION NO: 1121 FRONTVAUEY[Xj BACKVAUEY □
FIELD REPRESENTATIVE: JOEY GILLESPIE INSTALLATION DATE 1-23-92
SURVEY DATUM: GROUND -------
SURFACE ELEV ATION:.__,22.,,_..75,.,,,c341...._
~---TOP OF PROTECTIVE CASING (CAP OR LID OPEN)
EL. 2278,44 STICKUP 3,] ft,
2~NCH PVC VENTED CAP--------... STEEL PROTECTIVE CASINO WJTH LOCKING CAP
..,_ ______ &-INCH I.D.
TOP OF WELL CASING ---------~i~-=-~-TOTAL LENGTH ___ 5"-"ft"-. ----
22n 64 2 3 ft .... I------DRILLED WEEP HOLE IN PROTECTIVE CASING EL. • STICKUP • •
GROUND SURFACE 1-J __ _...i:;----4 FT. X 4 FT: X 4 IN. CONCRETE PAD
RtsER CASINO
2~NCH I.D. PVC
MIN. 3FTI
MIN. 5FT1
E:::3~f-----BOTTOM OF PROTECTIVE CASINO
EL. 2273.44 DEPTH 1.9 ft.
~►-----GROUT: CEMENT/2% BENTONITE
t;:::,::i-,,11-----APPROXIMATE DIAMETER
OF BOREHOLE 10 In.
~----TOP OF BENTONrTE SEAL
EL. 2272.34 DEPTH 3 ft.
... I-----BENTONITE PELLET SEAL
1.,,,'i-"" ... ----TOP OF FILTER PACK
EL. 2269.49 DEPTH 5.8 ft.
bfi!it------TOP OF WELL SCREEN
EL. 2267.59 DEPTH 7.75 ft.
TYPE OF WELL SCREEN
SCREEN GAUGE OR SLOT SIZE
INSIDE DIAMETER
SCH.40 PVC
0.010 In.
2.0 In.
flMEl@t---11---FILTER PACK: WASHED SILICA SAND
MANUFACTURER Brainard-Kilman
FILTER PACK GRAIN SIZE -------
MANUFACTURER"S DESIGNATION FX 50
BOTTOM CAP -------------ii;J;;iffjt------BOTTOM OF WELL SCREEN
2-INCH I.D. PVC EL. 2247 .53 DEPTH 27,81 ft,
BOTTOM OF EXPLORATION ------➔-'""'""'-
EL. 2246.84 DEPTH 28.5 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
10.85 ft. + 20.06 ft.
LENGTH OF RISER CASINO LENGTH OF SCREEN +
'-----BOTTOM OF WELL
EL. 2246.95 DEPTH 28.39 ft.
0.58 ft. 31.49 ft. = LENGTH OF BOTTOM CAP TOTAL LENGTH
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SIRRINE
ENVIRONMENTAL CONSULTANTS
SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: ___ C~H"'E,,,M:.T.,_,R"'O,,,N:.:,l:.::C:.::Sc.,S<:.IT.,_,E,,_,_,R.,_EM=E""D"'IA,.L,..,A::.:C"-'T'-'-I0=.,N _____ _ ~BNO ____ _,G~-~16~0~0w.2~2,__
INSTALLATION NO _ _,_P_-1.,_,D,,__ ___ _
LOCATION: __ --=S-"W'-'-A=-N=-N=-A=.N:..:O:..:cA.::....:;N:..:0,_,_RT=H:...:Ce.:A::.:R.,_,0,,_,L=IN,_,_A:::_ _______ _ eoR1No No. ___ _,P..:·.1.l D.._ ___ _
CLIENT: ---~N~l~M~M~O'--A,_,_N,_,_D=-..=Cc:O'-"M"-'P-'-A"-N'-'Y'-------------TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW □ DEEP Ix) :~~i~RATING □
LOCATION:
DRILLER: ___ :B~-C"-'A""B"-'IT~ ___ CERTIACATION NO: 1121 FRONTVALLEY[X) BACKVALLEY □
INSTALLATION DATE 1-24-92 to 1-27-92 FIELD REPRESENTATIVE: JOEY GILLESPIE
SURVEY DATUM: ______ _
GROUND
SURFACE ELEVATION: 2275.1
2~NCH PVC VENTED CAP -----~-.
RISER CASINO
2-INCH 1.0. PVC
~---TOP OF PROTECTIVE CASING (CAP OR LID OPEN}
EL. 2278.0 STICKUP 2.9 ft.
STEEL PROTECTIVE CASING WITH LOCKING CAP
1::314-----BOTTOII OF PROlECTIVE CASINO
EL. 2273.0 DEPTH 2.1 ft.
~•-----GROUT: CEMENT/2% BENTONITE
~j....,t-----APPROXIMATE DIAMETER
OFBOREHOLE ____ 1.,_,0'--l"-'n"-.--
../----TOP OF BENTONITE SEAL
EL. 2239.1 DEPTH 36.0 ft.
l-llf-----BENTONITE PELLET SEAL
b.j-.,t-----TOP OF FIL TEA PACK
EL. 2233.2 DEPTH 41.9 ft.
MIN.3~
MIN. 5FT1
ib~l------TOP OF WELL SCREEN
TYPE OF WELL SCREEN
SCREEN GAUGE OR SLOT SIZE
INSIDE DIAMETER
SCH.40 PVC
0.010 In. 2.0 In.
MANUFACTURER Bralnerd•Kllman
EL. 2228. 2 DEPTH 46. 9 ft.
----FILTER PACK: WASHED SILICA SAND
FILTER PACK GRAIN SIZE -------
MANUFACTURER'S DESIGNATION FX 50
BOTTOM CAP -----------1~1zl8!if------BOTTOM OF WELL SCREEN
2~NCH 1.0. PVC EL. 2218.19 DEPTH 56.91 ft.
BOTTOM OF EXPLORATION ---------""'"'""°'
EL 2216 6 DEPTH 58.5 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
49.4 ft. 10.01 ft.
+
LENGTH OF RISER CASING LENGTH OF SCREEN +
'-----BOTTOM OF WELL
EL. 2217.1 DEPTH _..:5:.:8:..:ftc.::·c..._
0.58 ft. 59.99 ft. = LENGTH OF BOTTOM CAP TOT AL LENGTH
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SIRRINE
ENVIRONMENTAL CONSULTANTS
BEDROCK PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C,,_,H_,,E.,M,,_T,_,R_,,O:c,N:,,l"'C:,,S_,,S,,_IT,_,E,_R,,_EeeM=ED"'le::Ae,,Lc,:A:,oC'-'Tc,:IO"'N"--------JOB NO _____ -"G'--1'-'60=0.=22=---
LOCA TION: ___ S,,_W=A,,.,N,,.,Ne::A,,.,N.,,Oc,:A,._, .,_,N,,,O,cRTu..uHc,C«A,,_R.,_,O,_,Ll,,,N"'A"---------INSTALLATION NO __ -'--P--'·1c.:B:......_ __
CLIENT: NIMMO AND COMPANY
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: __ J::.,Ac:;C::.,Kc:...=O.=Ll'-'V'-=E"-R'-___ CERTIFICATION NO: 1121
FIELD REPRESENTATIVE: JOEY GILLESPIE
TUM: SURVEY DA
GROUND
SURFACEE LEVATION: 2275.49
TO P OF WELL CASINO
EL. 22TT.99 STICKUP
'\.\\// GROUND SURFACE ----~~ ~
ISERCASINO R •
CA
INCHI.D .
RBONSTEEL
RBONSTEEL CA
s TRAP CENTRALIZER
EL. 2247.49 DEPTH
CA
s
RBONSTEEL
TRAP CENTRALIZER
EL. 2215.99 DEPTH
X
X
•. ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
73.5 ft.
2-511.
I
28 ft.
60 ft.
MIN. 5FT1
MIN. 20 FT.
--
+
---
•
I .
.V
/
X
53 ft.
BORING NO. ____ ~P--1~8~--
LOCATION:
FRONT VALLEY@ BACK VALLEY □
INSTALLATION DATE 1-27-92 to 2-3-92
TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL. 22ZS~ll STICKUP 3H
STEEL PROTECTIVE CASINO WITH L OCKINOCAP
8-INCH I.D.
TOTAL LENGTH 5 ft.
4-INCH CARBON STEEL VENTED CAP
DRILLED WEEP HOLE IN PROTECTIVE C ASINO
6 FT. X 8 FT. X 4 IN. CONCRETE PAD
~~ -
~
BOTTOM OF PROTECTIVE CASINO
EL. 2273.49 DEPTH 2 ft.
OROVT: CEMENT/2% BENTONITE
APPROXIMATE DIAMETER
OF BOREHOLE 10 In.
TOP OF BEDROCK SURFACE
EL. 2212.49 DEPTH 63 ft.
BOTTOM OF ROCK SOCKET
EL. 2204.49 DEPTH 71 ft.
OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
X
BOTTOM OF EXPLORATION
EL. 2151.49 DEPTH 124 ft.
126.5 ft. = LENGTH OF RISER CASINO LENGTH OF OPEN BEDROCK HOLE TOTAL LENGTH
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SIRRINE
ENVIRONMENTAL CONSULTANTS
SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: -------'C"'H'-"E=MT=R-"O"-'Nc::lc:C_,,S..,Se..lT:..:E'-'R"'E:::M:::.E:::D:::le:A,,,Lc,:A:,:,CT=IO:::N"-------
LOCATION: __ ~SW=A=-N=-N"-A"-N'-"O'-'-A,"-'-'N-"O-"RT"-'-'H-"C'-'-A"-R'-'O:..:L,,,IN"'A"---------
~B~-----~G~-1~680~0~.2~2~-
INSTAUA TION NO _ _,_P_,-2.,S'----
BORING NO. ___ _,_P_,-2.,S'----
CLIENT: NIMMO AND COMPANY TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW I!) DEEP □ ~~~'e~RA TING □
LOCATION:
DRILLER: ___ .,,B~. C~A"'B~IT~ ___ CERTIFICATION NO: 1121 FRONT VAUEY □ BACK VAUEY 00
FIELD REPRESENTATIVE: JOEY GILLESPIE INSTALLATION DATE 3-2-92
SURVEY DATUM: -------GROUND
SURFACE ELEVATION: 236817
,r---TOP OF PROTECTIVE CASING (CAP OR LID OPEN)
EL. 2371.17 STICKUP 3,0 fl
2~NCH PVC VEIITED CAP ------...._ STEEL PROTECTIVE CASING WITH LOCKING CAP ..... t-----8-INCH I.D.
TOP OF WELL CASING --:-::-:~---:,t~ -T --r..-TOTAL LENGTH __ _:c5.,,,0_,_ft:.. ---
EL. 2371.42 STICKUP 3.25 fl •"""1-----DRILLED WEEP HOLE IN PROTECTIVE CASING
GROUND SURFACE 1-J __ .... :;---4 FT. X 4 FT. X 4 IN. CONCRETE PAO
RISER CASING
2-INCH I.D. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREENGAUGEORSLOTSIZE 0.010 in.
INSIDE DIAMETER 2.0 In.
MANUFACTURER Brainard-Kilman
BOTTOM CAP
2~NCH I.D. PVC
BOTTOM OF EXPLORATION ------•-li
EL 23)2 67 DEPTH 55.5 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
40.68 ft. + 20.04 fl
LENGTH OF RISER CASINO LENGTH OF SCREEN
~14-----BOTTOM OF PROTECTIVE CASING
EL 2366 1Z DEPTH 2.0 ft.
~•-----GROUT: CEMENT/2% BENTONITE
~i--,,1-----APPROXIMATE DIAMETER
OF BOREHOLE 10 In.
_,,..----TOP OF BENTONITE SEAL
EL. 2342.4 7 DEPTH 25. 7 fl.
~I-----BENTONITE PELLET SEAL
~ .... I-----TOP OF FIL TEA PACK
EL 2339,07 DEPTH 29.1 ft.
i'Jiiit------BOTTOM OF WELL SCREEN
EL. 2313.25 DEPTH 54.92 ft.
'-----BOTTOM OF WELL
EL. 2312.67 DEPTH 55.5 ft.
+ 0.58 ft. = 61.3 ft.
LENGTH OF BOTTOM CAP TOT AL LENGTH
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SIRRINE
ENVIRONMENTAL CONSULTANTS
SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: --~C~H~E=MT=R~O=N~l~C~S-=S~IT=E'-R=E:M=ED=l~A~L=A~CTl=O=N"-------~BNO _____ ~G'-·1~6~0~0~.2~2~-
INSTALLA TION NO _ _,_P....,-2.,D,_ __ _
LOCATION: __ ~S~W~A=N=N=A=N=O=A=N=O=RT=H~C=A=R~O=L=l=N=A _______ _ BORING NO. ___ _,_P.:,•2.,D.._ __ _
CLIENT: ___ _,Nc,,l:M::.:M,_,O,_A"'N=D-=Cc::O,,,M::.:P_,A,,N.:.cY'-------------TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW □ DEEP 00 ~~~'.~RATING □
LOCATION:
DRILLER: ___ ,cBcc. C,,,,A"'B""IT"-___ CERTIFICATION NO: 1121 FRONTVAUEY □ BACKVALLEY[X]
FIELD REPRESENTATIVE: JOEY GILLESPIE INSTALLATION DATE 3-12-92
SURVEY DATUM: ______ _
GROUND
SURFACE ELEVATION: 2367.02
~---TOP OF PROTECTIVE CASING (CAP OR LID OPEN)
EL. 2370 02 STICKUP 3 0 ft
2~NCH PVC VENTED CAP ------~ STEEL PROTECTIVE CASINO WITH LOCKING CAP
i-,.,.-----II-INCH I.D.
~---TOTAL LENGTH ----"5.,,,0_,_ft:,.. __ _
TOPOFWELLCASNG---------,11..,.....,I EL. 2370.62 STICKUP ..... 1-----DRILLED WEEP HOLE IN PROTECTIVE CASNG
GROUND SURFACE 4 FT. X 4 FT. X 4 IN. CONCRETE PAD
RISER CASINO
2~NCH I.D. PVC
TYPE OF WELL SCREEN
SCREEN GAUGE OR SLOT SIZE
. MIN. 3FTI
MIN. 5FT1
SCH.40PVC
0.010 In.
2.0 In. INSIDE DIAMETER
MANUFACTURER Brainard-Kilman
i:314-----BOTTOM OF PROTECTIVE CASNG
EL. 2365 02 DEPTH 2.0 ft.
l<:.-------GROUT: CEMENT/2% BENTONITE
~r"'---'----APPROXIMATE DIAMETER OF BOREHOLE 10 In.
./----TOP OF BENTONITE SEAL
El. 2310,52 DEPTH 56.5 ft .
.... I------BENTONITE PELLET SEAL
◄-----TOP OF FILTER PACK
EL. 2307.42 DEPTH 59.6 ft.
b&;i!f------TOP OF WELL SCREEN
EL. 2303.12 DEPTH 63.9 ft.
E:!ffilli....t---FIL TEA PACK: WASHED SILICA SAND
FIL TEA PACK GRAIN SZE
MANUFACTURER Foster Dlxlana
BOTTOM CAP -----------JMigilf!t------BOTTOM OF WELL SCREEN
2~NCH I.D. PVC EL. 2298.1 DEPTH 68.92 ft.
BOTTOM OF EXPLORATION --------==
EL. 2297.52 DEPTH 69.5 fl
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
67.5 ft. + 5.021l
LENGTH OF RISER CASINO LENGTH OF SCREEN +
'------BOTTOM OF WELL
EL. 2297,52 DEPTH 69.5 ft.
0.58fl 73.1 ft. = LENGTH OF BOTTOM CAP TOT AL LENGTH
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BEDROCK PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C,.,H.,,E""M"'T,_,R.,_,O,.,N.,,l:C:S..=S"'IT'-"E'-'R'-"E:::M:E:::D:::I:::Ae:L..<A,::CTl=O:::Nc,__ _____ _ JOB NO G-1600.22 -----~=='---
LOCATION: __ ~S=W~A=N=N=A=N=O'-'A=N=O~RT=H~C,.,A~R-'-'O'-'U=N~A~--------
INSTAUATION NO ___ P_-_28 ___ _
CLIENT: NIMMO AND COMPANY
BORING NO. _____ Pc..·..=2c::B __ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: -~J~A=C=K~O=U~V=E=R~ ___ CERTIACATIONNO: #1121 NC
FRONT VALLEY □ BACK VALLEYIK)
INSTAUA 110N DA TE _.=2,_,·2ec1c.c·9,.,2'----
FIELD REPRESENTATIVE: JOEY GILLESPIE
N10220.495615
SURVEY DATUM: E11587.516790
GROUND
SURFACE ELEVATION: 2368.08
RISER CASINO
41NCHI.D.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL. 2329.73 DEPTH 40.14 ft.
CARBON STEEL
STRAP CENTRALIZER
EL. 2285.58 DEPTH 82.5 ft.
X
X
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
83 ft.
MIN. 5FT1
MIN. 20 FT.
+
;r---TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2371.08 STICKUP 3 0 ft,
STEEL PROTECTIVE CASINO WITH LOCKING CAP
..... t------II-INCH LD.
TOTAL LENGTH _ __,5,..0,,_,_,ft~. __
~~----BOTTOM OF PROTECTIVE CASING
EL. 2366.08 DEPTH 2.0 ft.
B8i.-----GROUT: CEMENT/2% BENTONITE
~f,,,111----APPROXIMATE DIAMETER
OF BOREHOLE 10 In.
~---TOP OF BEOROCK SURFACE
EL. 2291.08 DEPTH 77.0 ft.
!""I◄(----BOTTOM OF ROCK SOCKET
EL. 2286.08 DEPTH 83.0 ft.
!-111-----OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
X
L..1◄1-----BOTTOM OF EXPLORATION
EL. 2261.08 DEPTH __ 10_7_.0_ft_.
X
24 ft. 107 ft. = LENGTH OF RISER CASINO LENGTH OF OPEN BEDROCK HOLE TOTAL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ ___:C,c,HceE..,M,,_T'--'R-"O"'N_,,l_,,C_,,S_,,S,,_IT,_,E~RceE,,,M.,_E,,,D,,,le,A,,,L"'A"'CTl'-'-"O"'N"--------~BNO ____ ___:G~-~1~60~0~.2~2;__
INSTAUA TION NO _ __,__P--=·3:..._ ___ _
LOCATION: SWANNANOA NORTH CAROLINA BORING NO. ___ _,_P...,-3._ ___ _
CLIENT: NIMMO AND COMPANY TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW □ DEEP □ ~~~~~RATING Ix]
LOCATION:
DRILLER: ----"'B-'---. -"C'--'A=-B'--'IT ____ CERTIRCATION NO: #1121 NC FRONTVALLEY □ BACKVALLEY(X]
FIELD REPRESENTATIVE: JOEY GILLESPIE
N10133.307595
SURVEY DATUM: E11593.866053
GROUND
SURFACE ELEVATION: 2359.97
2~NCH PVC VENTED CAP-----~._
RISER CASINO
2~NCH I.D. PVC
IIIN. 3FTI
IIIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREEN GAUGE OR SLOT SIZE ---=0c.;;.0,_,1,:0...,l~n-~_
INSIDE DIAIIETER 2.0 In.
MANUFACTURER BRAINAR~ILMAN
BOTTOIICAP -----------i
2~NCH I.D. PVC
BOTTOM OF EXPLORATION-------
EL 2276 97 DEPTH 83.5 ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
34.12 ft. + 50.2 ft.
LENGTH OF RISER CASING LENOTI-1 OF SCREEN
INSTAUATION DATE 3-4-92
.r---TOP OF PROTECTIVE CASING (CAP OR LID OPEN)
EL. 2362.97 STICKUP 3.0 ft.
STEEL PROTECTIVE CASING WITH LOCKING CAP
t::314-----BOTTOII OF PROTECTIVE CASING
EL. 2357 97 DEPTH 2.0 ft.
*-----GROUT: CEIIENT/2% BENTONITE
-::t--•----APPROXIIIATE DIAIIETER OF BOREHOLE _____ 1,._,0,_,l,_,n~. _
.,,----TOP OF BENTONITE SEAL
EL. 2336,27 DEPTH _ __,2r.;3w7Lful-
.... ~----BENTONITE PELLET SEAL
◄-----TOP OF FILTER PACK
EL. 2333.47 DEPTH 26.5 ft.
-----TOP OF WELL SCREEN
EL. 2328 35 DEPTH 31 62 ft
----FILTER PACK: WASHED SILICA SAND
FILTER PACK GRAIN SIZE ~EuX~s~o~---
IIANUFACT\JRER Foster Plxleoa
-----BOTTOII OF WELL SCREEN
EL. 2278.J 5 DEPTH 81 82 ft
'-----BOTTOII OF WELL
EL. 2277,57 DEPTH 82.4 ft.
+ 0.58 ft. = 84.9 ft.
LENGTH OF BOTTOM CAP TOT AL LENGTH
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SAPROLITE PIEZOMETER . ,
WELL CONSTRUCTION DETAIL
PROJECT: ___ C"'H~E=M~T,._,R~O=N'-"lc:Cc:S_,S,.,_IT,._,E._R,_,E=M=ED:;l::cA=Lc.::A,.,CTl=O=N"-------~e~-------'G~-~1~so~o~.2~2.__
INSTALLATION NO_~P-'-4c:S'-----
LOCATION: SWANNANOA. NORTH CAROLINA BORING NO. ___ ~P..c-4e,Se..... __ _
CLIENT: NIMMO AND COMPANY TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW (XI DEEP O ~~~~~RATING 0
LOCATION:
DRILLER: ____ B_. _C_A_B_IT ____ CERTIACATION NO: #1121 NC FRONTVAUEY □ BACKVALLEY(xl
FIELD REPRESENTATIVE:
N9971.814210
SURVEY DATUM: E11610,601530
GROUND
SURFACE ELEVATION: 2341.03
JOEY GIUESPIE
2-INCH PVC VENTED CAP ------......_
RISER CASING
2-INCH 1.D, PVC
MIN, 3FTI
MIN. SFTl
TYPE OF WELL SCREEN SCH. 40 PVC
SCREENQAUQEORSLOTSIZE 0,010 in.
INSIDE DIAMETER 2.0 In.
MANUFACTURER Brainard·Kilman
BOTTOM CAP ------------l
2-INCH I.D. PVC
SOTTOII OF EXPLORATION ------~
El 2317 03 DEPTH 24 ft
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
10.04 ft. + 15.06 ft.
LENGTH OF RlSER CASINO LENGTH OF SCREEN
INSTALLATION DATE 3-13·92
~---TOP OF PROTECTIVE CASING (CAP OR LID OPEN)
EL. 2344.03 STICKUP 3.0 ft.
~------BOTTOM OF PROTECTIVE CASINO
EL. 2339.03 DEPTH 2.0 ft.
-----APPROXIMATE DIAMETER OF BOREHOLE 10 In.
..,----TOP OF BENTONITE SEAL
EL 2337,83 DEPTH 3.2 ft.
.... 1-----BENTONITE PELLET SEAL
◄-----TOP OF FILTER PACK
EL 2334 53 DEPTH 6 5 ft,
1------TOP OF WELL SCREEN
EL. 2332.89 DEPTH 8 14 ft
FILTER PACK: WASHED SILICA SANQ.
FILTER PACK GRAIN S12E FX 50
MANUFACTURER Foster Dlxlane
BOTTOM OF WELL SCREEN
EL 2317 83 DEPTH 23,2 f),
'-----BOlTOII OF WELL
EL. 2317.25 DEPTH 23 78 ft
+ 0.58 ft. = 25.68 ft.
LENGTH OF BOTTOM CAP TOTAL LENOTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ _,,C"-'H,.,E,,,Mc,_T,:,RO~Nl,.,C,,aSc;;S!!.IT~Ee..!R[!!E.!M!!.!E~D!!,1A~L!,_A!!:CTI!!.!.!!,!O!!N _____ _ ~B~ ____ __,G~-~,6~080~.2~2,__
INSTALLATION NO_....:...P-4....:..:D:..._ __ _
LOCATION: SWANNANOA NORTH CAROLINA BORING NO. ___ ....:...P-4.=D:..._ __ _
CLIENT: NIMMO AND COMPANY TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
SHALLOW □ DEEPOO ~~~i1RATINO □
LOCAllON:
DRILLER: ___ .=B.:.... C:=cAc:B=IT:..:_ ___ CERTIACATION NO: #1121 NC FRONT VALLEY □ BACK VALLEY IX]
AELD REPRESENTATIVE:
N9982. 732764
SURVEY DATUM: Ell&Q4 &00358
GROUND
SURFACE ELEVATION: 2341,B
JOEY GILLESPIE
2~NCH PVC VENTED CAP-------
INSTALLAllON DATE 3-9-92
----TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2344.8 STICKUP 3.D ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
i.-.,._ ____ ~ LO.
TOP OF WELL CASINO ---:-:------~-~~• -T -........ -TOTAL LENGTH __ ,a.5.:-=0-'ft."'----
EL.2344.609 STICKUP'--'=.:.::..-l-olll-----DR1LLED WEEP HOLE IN PROTECTIVE CASING
GROUND SURFACE 1-1--.11111.~--4 FT. X 4 FT. X 4 IN. CONCRETE PAD
RlSER CASINO
2-INCH 1.0. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREENGAUQEORSLOTSIZE 0.010 in.
INSIDE DIAMETER 2.0 In.
MANUFACTURER Bra1nard-K1iman
BOTTOM CAP __________ _,
2-INCH I.D. PVC
BOTTOM OF EXPLORATION -------
EL. 2306.3 DEPTH 35.5 ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
32.67 fl. + 5.05 ft.
LENGTH OF RISER CASINO LENGTH OF SCREEN
-----BOTTOM OF PROTECTIVE CASINO EL. 2339,8 DEPTH 2.0 ft.
~-----GROUT: CEMENT/2% BENTONITE
::;i..,,.. ____ APPROXIMATE DIAMETER
OF BOREHOLE 10 In.
• .-----TOP OF BENTONITE SEAL
EL. 2319.93 DEPTH 21.87 ft.
, .... ._ ____ BENTONITE PELLET SEAL
"""I-----TOP OF FILTER PACK EL. 2317.3 DEPTH 24.5 ft.
f------TOPOFWELLSCREEN
EL.2311.93 DEPTH 29.87 ft.
FILTER PACK: WASHED SILICA SAND.
FILTER PACK GRAIN SIZE FX 5D
MANUFACTURER Foster Dlxlana
------BOTTOM OF WELL SCREEN
EL. 2306.83 DEPTH 34.97 ft.
'-----BOTTOM OF WELL
EL. 2306.3 DEPTH 35.5 ft.
0.58 ft. 38.3 ft.
+ = LENGTH OF BOTTOM CAP TOTAL LENGTH
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BEDROCK PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: --~C~H~E~M~T~R~O~N=IC=-S=-=S"-'IT'-=E'-'R""E,,,M~E=D~l"'A=L~A~C~Tl-'-'O~N~------JOB NO _____ ~G~-1~60=-0~.2,,,2,__ __
LOCATION: SWANNANOA. NORTH CAROLINA INSTALLATION NO ___ P_-4_8'----
CLIENT: NIMMO AND COMPANY
BORING NO. ____ __,_P_-4-'-'B"---
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: -~J~A~C~K~O=U~V=E=R~ ___ CERTIRCATION NO: #1121 NC
FRONTVALLEY □ BACKVALLEY[!j
INSTALLATION DATE 3-3-92 to 3-5-92
FIELD REPRESENTATIVE: JOEY GILLESPIE
N9974.308324
SURVEY DATUM: EJ1596.408347 GROUND -~====~
SURFACE ELEVATION:. __ 2_34_1.29 __
,r---TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL. 2344.29 STICKUP 3.0 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
.... I-----IHNCH LD.
TOTAL LENGTH --=-5.'-'0-'ft=·--
TOP OF WELL CASINO -------_.l~~~ _ .,.i,.•.-_-_-_-_-_-_-_--~HNCH CARBON STEEL VENTED CAP
EL. 2343. 79 STICKUP 2 5 ft , , DRILLED WEEP HOLE IN PROTECTIVE CASINO
GROUND SURFACE ,-----&-+-+~---.,...-6 FT. X 6 FT. X 4 IN. CONCRETE PAD
RISER CASINO
41NCHI.D.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL. 2331.05 DEPTH 10.24 ft.
CARBON STEEL
STRAP CENTRALIZER
EL. 2289.67 DEPTH 51.62 ft.
X
X
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
55.40 ft.
IIIN. 5FT1
IIIN. 20 FT.
+
~~----BOTTOM OF PROTECTIVE CASINO
EL. 2339.29 DEPTH 2.0 ft.
~------GROUT: CEIIENT/2% BENTONITE
◄----APPROXIMATE DIAMETER
OF BOREHOLE
~---TOP OF BEDROCK SURFACE
EL. 2302.29 DEPTH
!'""i◄I----BOTTOII OF ROCK SOCKET
10 In.
39 ft.
EL. 2288.3 DEPTH 52.90 ft.
i...1------OPEN BEDROCK HOLE
3 7/IHNCH DIAMETER
L..~1------BOTTOM OF EXPLORATION
EL. 2248.91 DEPTH
X
39.43 ft. =
X
92.33 ft.
94.83 ft.
LENGTH OF RISER CASINO LENGTH OF OPEN BEDRoa( HOLE TOTAL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C,.,Hc,,E,,,MT,,_,_,R_,,O"'N"'l:.:C:,,Sc,Se,_IT,_,E=-R"E"'ll"'-'=-ED,ele,:A,,,L'-"A:,,CTl'-'-"O"'N"--------JOB NO ____ __,G.,;·:,J,e60,,0,..2.,2;____
IHSTALJ.ATION NO_-'-P--S~S'-----
LOCATION: __ ___.:SW=A"'N"'N"'A"'N:.:O:..::A,._,.,_,N:.:O"-'RT=Hc.:C:..::A:::.R!.:O:..:LI:::Nc,,A:,_ _______ _ BORING NO. ___ -'-P~-5'-'S'---'---
CLIENT: ---~N~l~M~M~O=A,.,N:cD..=C:..:0,.,11:.eP...,AN=Y'-------------
CONTRACTOR: _.,,E,..,N"-V,,_IR,.,0,,_Nr,M,,.,E,,,NT.u.,:A,..L,.,11,.0"'N..,_IT,_,_,,O"'R"'IN.,_,G,,_,,AN'-""D-'T-"E"'S"-T"'IN,.,,G:.;C,.;O,:.RceP,:_,.'---
TYPE OF INSTALJ.ATION:
SHALLOW (!I DEEP □ ~~~'.~RATING 0
LOCATION:
DRILLER: ---~B~. ~C~A~B~IT ____ CERTIRCATION NO: #1121 NC FROHTVALLEY □ BACKVALLEYOO
FIELD REPRESENTATIVE: JOEY GILLESPIE IHSTALJ.ATION DATE 2-28-92
N9971.983866
SURVEY DATUM: El 1453,099995
GROUND
SURFACE ELEVATION: 2348.27
,----TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2351.27 STICKUP 3.0 ft.
20NCH PVC VENTED CAP ------....._ STEEL PROTECTIVE CASINO WITH LOCKING CAP
i-...1------II-INCH LO.
~---TOTAL LENOTH __ ,::5:::.0c.:ft:.::·c.._ __ TOPOFWELLCASINO--,....,..,-,----➔~~ EL. 2350.49 STICKUP 2.22 IL ..... t-----DRILLED WEEP HOLE IN PROTECTIVE CASING
OROUNO SURFACE 4 FT. X 4 FT. X 4 lN. CONCRETE PAD
~~
RlSER CASINO
2SNCH 1.0. PVC
IIIN. 3FTI
MIN.5~
TYPE OF WELL SCREEN SCH. 40 PVC
SCREENGAUOEORSLOTSIZE 0.010 In.
INSIDE DIAMETER 2.0 in.
MANUFACTURER Brainard-Kilman
BOTTOM CAP __________ _,
2-INCH 1.0. PVC
BOTTOM OF EXPLORATION--------"
EL. 2318.27 DEPTH 30 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
10.04 ft. 20.1 IL +
LENGTH OF RISER CASING LENGTH OF SCREEN
t:814-----BOTTOM OF PROTECTIVE CASINO
EL.2346.27 DEPTH 2.0 ft.
'-"-----GROUT: CEMENT/2% BENTONITE
~------APPROXIMATE DIAMETER OF BOREHOLE ____ 1.:.cO:.l:::nc... __
TOP OE BEtrulNITE SEAL EL.2346.27 DEPTH _ _;2:::·;:.0.:.;ftc... _
i...t-----BENTONITE PELLET SEAL
◄-----TOP OF FILTER PACK
EL.2343.n DEPTH __ 4_.~3~ft_._
----TOP02:J1lil:~FEEN
EL. • DEPTH 7.82 ft.
FILTER PACK: WASHED SILICA SA~ SO
FIL TEA PACK GRAIN SIZE --==---MANUFACTURER Foster Dlxlana
!J:i#iil------BOTTOM OF WELL SCREEN
EL.2320.35 DEPTH 27.92 ft.
......_ ____ BOTTOM OF WELL
EL.2319.n DEPTH 28.5 ft.
0.58 ft. 30.72 ft. + = LENGTH OF BOTTOM CAP TOT AL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ __;C,eHceE,,,MT=Rc,:O,e,N,,,l,,,C:,,Sc,S,,_IT,_,E:..!!ReeEM"'-'=-E""Dl,:,:A,,,L,_,A,,CTl"-'-"O"'N'-'--------
LOCATION: __ _:S.:.,Wc.::A::;N::;N:::A"'N"'O'-"A.,._,._,N,,,O'-"RT'-'-'-'H'-'C«A:,,R_,,O<.!LI.,,N'-"A"'---------
~B~ _____ _,,G~-1~6~0~0~.2~2~-
INSTAUATION NO_--'-P-'-5'-=D'----
BORING NO. ___ ....,_P-'-5'-'D'-----
CLIENT: NIMMO AND COMPANY TYPE OF INSTAUATION:
CONTRACTOR: _ _,,E..,N"V..,.IR.,O..,_N,,M,,.,E,,,NT.,_,_,,A,.L,_,M,,_O,cN,..,_,rr.,.o:,;R..,INc,:G.....,,AN...,.D...,Tu,Ee,;S:.,_T..,.IN..,G"-"'C"'O"'R"-P • .___ SHAtLOW □ DEEP (!J i~~~1RATING □
LOCATION:
DRILLER: ---~B~-~C~A~B~IT ____ CERTIACATION NO: #1121 NC FRONTVAUEY □ BACKVALLEYOO
FIELD REPRESENTATIVE:
N9994.5780186
SURVEY DATUM: E11448 303463
GROUND
SURFACE ELEVATION: 2347.74
JOEY GILLESPIE
2~NCH PVC VENTED CAP-----~~
RISER CASING
2-INCH I.D. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREEN GAUGE OR SLOT SIZE 0.010 in.
INSIDE DIAMETER 2.0 In.
MANUFACTURER Bra1nard-K1iman
BOTTOMCAP -----------i
2-INCH 1.0. PVC
BOTTOM OF EXPLORATION ------•.£la
EL. 2282.74 DEPTH 65 ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
61.88 ft. + 5.04 ft.
LENGTH OF RISER CASING LENGTH OF SCREEN
INSTAUATION DATE 3-18-92
~---TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL. 2350.74 STICKUP 3.0 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
f;S,loll,-----BOTTOM OF PROTECTIVE CASINO
EL. 2345.74 DEPTH 2.0 ft.
B511------GROUT: CEMENT/2% BENTONITE
~i....t-----APPROXIMATE DIAMETER OF BOREHOLE ____ 1,.,;0:..:I::.cnc:... __
------TOP OF BENTONITE SEAL
EL. 2296.74 DEPTH --'5'-'1'-'fc:;t•c.,_
roll------BENTONITE PELLET SEAL
-----TOP OF FILTER PACK EL. 2293.54 DEPTH 54.2 ft.
dl!it------TOP OF WELL SCREEN
EL 2288,36 DEPTH 59.38 fl.
----FIL TEA PACK: WASHED SILICA SAND
FILTER PACK GRAIN SIZE -------
MANUFACTURER FX 50
!ill------BOTTOM OF WELL SCREEN
EL. 2283.32 DEPTH 64.42 ft.
'-----BOTTOM OF WELL
EL. 2282.74 DEPTH --'6~5~1=1.'--
0.58 ft. 67.50 fl. + = LENGTH OF BOTTOM CAP TOT AL LENGTH
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BEDROCK PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: ___ C~H=E;M=T,_,R~O"'N'-"1-=C-=S-=S,,_IT,_,E,_R,_,_E=M=-E=D"'l"'A"'L"-A,.,CTl'-'-"O"'N~------JOB NO _____ ..=Gcc·1c:60.:;0e:..2::2:..._ __
LOCATION: __ ~SW=A"'N"'N"'A"'N"'O"'A,._,_,NO=RT=H-=C«A,,_R,.,O,_,U,,,Nc..Ac,_ _______ _
INSTALLATION NO ___ P_-s_e __ _
CLIENT: NIMMO AND COMPANY
BORING NO. ____ __:_P_;·S:.:B:_ __
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: -~J=A~C=K~O=U=V=E=R~ ___ CERTIACATION NO: #1121 NC
FRONTVAUEY □ BACKVALLEYl!:j
INSTALLATION DATE 2· 19-92 to 3-5-92
FIELD REPRESENTATIVE: JOEY GILLESPIE
SURVEY DATUM: E11462.5D68D1
GROUND
SURFACE ELEVATION: 2348.10
RISER CASINO
41NCHI.D.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL. Ni A DEPTH Ni A
CARBON STEEL
STRAP CENTRALIZER
EL. Ni A DEPTH Ni A
X
X
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
85.26 ft.
LENGTH OF RISER CASINO
MIN. 20FT.
+
,,----TOP Of' PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2351.1 STICKUP 3 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP .... I-----&-INCH LD.
TOTAL LENGTH __ _:5..:11..::__
-----------~✓--✓~---~ ~ ~~
i:::::!lj,olll-----BOTTOU OF PROTIECTIVE CASINO
EL. 2396.1 DEPTH 2 ft.
~------GROUT: CEMENT/2% BENTONITE
~-------APPROXIIIATE DIAMETER OF BOREHOLE ____ 1O_1n_. _
---TOP OF BEOROCK SURFACE
EL. 2271.1 DEPTH 77 ft.
~1-1----BOTTOM OF ROCK SOCKET
EL. 2265.0 DEPTH
J.41-----OPEN BEOROCK HOLE
3 7/8-INCH DIAMETER
L..J...ot------BOTTOU OF EXPLORATION
X EL. 2246.0 DEPTH
19.0 IL = LENGTH OF OPEN BEDROCK HOLE
83.1 ft.
X
102.10ft.
102.10 ft.
TOTAL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: --~C=H~E=M~T~R~O=N.,,l.:C.:S..,,S,.clT,..,E,_,R'-"E::,M:E::,D::,lec,A,,,L..cA,,,CTl=O=N.,_ _____ _ ~B~ _____ ..,,G~-~,6~0~0~,2~2~_
INSTALLATION NO_....:..P_,-6'------
LOCATION: --~SW=A~N~N~A~N-"Oc..A=N-=O~RT=H~Cc..A=R"'O-"U=N~A.,_ _______ _ BORING NO. ___ ....:..P_,-6'------
CLIENT: ---~N~l~M~M~O~A~N~D~C~O=M=P~A=N~Y ___________ _ TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW □ DEEP □ ~~~'ie~RA TING I&)
LOCATION:
DRILLER: ____ B_. _C_A_B_IT ____ CERTIACATION NO: #1121 NC FRONT VALLEY □ BACK VALLEY IX]
FIELD REPRESENTATIVE: JOEY GILLESPIE
N9982.466367
SURVEYDATUM:._~E~l~l3c6~2~.2~0~68~8u1_
GROUND
SURFACE ELEV ATION:_23...:..cSO"-."-TT'--_
2SNCH PVC VENTED CAP-----~..._
INSTALLATION DATE 2-28-92
~---TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2354.27 STICKUP 3.5 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
.... I------&-INCHI.D.
TOP OF WELL CASINO _________ --111,il.T-_-,-!-TOTAL LENGTH --~S~ft=·----
EL. 2353.93 STICKUP·_c,.,_..,,__.,~ ..... 1-----DRILLED WEEP HOLE IN PROTECTIVE CASING
GROUND SURFACE 4 FT. X 4 FT. X 4 lN. CONCRETE PAD
RISER CASINO
2·1NCH 1.0. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREEN GAUGE OR SLOT SIZE _ _.0.i,0'-!1,"!0,-11IDu.,~-
INSIDE DIAMETER 2,0 In,
MANUFACTURER BRAINARD-KILMAN
BOTTOM CAP
2-INCH 1.0. PVC
SOTTOII OF EXPLORATION ---------
EL. 2262.27 DEPTH 88.S·ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
30.1 ft. + 60.18 ft.
LENGTH OF RlSER CASINO LENGTH OF SCREEN
~------BOTTOM OF PROTECTIVE CASINO
EL. 2349.27 DEPTH 1.5 ft.
1------GROUT: CEMENT/2% BENTONITE
~:i--1-----APPROXIMATE DIAMETER OF BOREHOLE ____ __,_1,._0_,,ln,,._
.-,,----TOP OF BENTONITE SEAL
EL 2332.57 DEPTH 18.2 ft.
.... I-----BENTONITE PELLET SEAL
◄1-----TOPOFFILTERPACK
EL. 2329.62 DEPTH 21.15 ft.
1------TOP OF WELL SCREEN
EL. 2323.83 DEPTH 26.94 ft.
FILTER PACK: WASHED SILICA SANll.X Q
FILTER PACK GRAIN SIZE F -5
MANUFACTURER Foster Dlxlana
•-----BOTTOM OF WELL SCREEN
EL 2263 65 DEPTH 87 .12 ft.
'-----BOTTOM OF WELL
EL. 2263.07 DEPTH 87.7 ft.
0.58 ft. 90.86 fl. + = LENGTH OF BOTTOM CAP TOT AL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: __ _____cC,cHceE,,,M,,_T_,_,Rc,:O:<,N"'l'-"C"'Sc,S,,_IT,_,E:..!!R-'=-EM"'-'=E""D"IA,.Lc,A:,,CTl"-'-"O"'-N'-'-------
LOCATION: __ __,,S-'-'W'-"A"'N"'N"'A"'N,,O,,:A"'-"N'-"O"-RT=H,_,C«A,,R.,_,O"-'U""N'-"A"'---------
CLIENT: ---~N~IM~M=O~A"'N.,_,D=--.=Cc..:OccMe.,P~A"'N-'-Y'--------------
JOB NO ____ __,G,a:·:.!.16,,,0,,,0s,.2;,;2~-
INSTALLATION NO_.....c.P_-7'-'S'-----
BORING NO. ___ .....c.P_-7'-'S'-----
TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
SHALLOW [l! DEEP D ~~~~~RA TING D
LOCATION:
DRILLER: __ _____cB=.c·...:CccAccB"'IT:...._ ___ CERTIRCATION NO: #1121 NC FRONT VALLEY □ BACK VALLEY [!I
INSTALLATIONDATE _ _:3:_;·S-::....:::92=-----FIELD REPRESENTATIVE: JOEY GILLESPIE
SURVEY DATUM:
GROUND -------
SURFACE ELEVATION: 2350.2
~---TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2353.2 STICKUP 3.0 ft.
2-INCH PVC VENTED CAP -----~~ STEEL PROTECTIVE CASINO WITH LOCKING CAP
.... I------~ LO.
~---TOTAi. LENGTH ___ 5_.0_ft_. __ _
TOPOFWELLCA~NO---------t61-.--.J
EL 2353 4 STICKUP 3.20 ft. ei...t-----DRILLED WEEP HOLE IN PROTECTIVE CASINO
GROUND SURFACE 4 FT. X 4 FT. X 4 IN. CONCRETE PAD
RISER CASINO
2-INCH I.D. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREEN OAUOE OR SLOT SIZE ~0c;,.0,_1.-'0.-'l~n~. __
INSIDE DIAMETER 2.0 in.
MANUFACTURER Brainard-KIiman
BOTTOM CAP ------------l
2~NCH 1.0. PVC
BOTTOII OF EXPLORATION--------=
EL, 2320.15 DEPTH 30.05 ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
12.59 ft. +
20.08 ft.
LENGTH OF RISER CASINO LENGTH OF SCREEN
t::3i.-----BOTTOM OF PROTECTIVE CASINO
EL. 234&.2 DEPTH 2 ft.
~lit------OROUT: CEMENT/2% BENTONITE
i:::g ..... t-----APPROXIMATE DIAMETER OF BOREHOLE ____ ___c1-=.0.cc)nc.c._
TOP OF B.ENTO~ITE SEAL
EL.-=2348:c.:.:::::·.2:__DEPTH 2.0 ft.
i....1-----BENTONITE PELLET SEAL
TOP OF l'ILTJ;R PACK
EL. 2345.0 DEPTH 5.2 ft.
-----TOP OF WELL SCREEN
EL. 2340.81 DEPTH 9.39 ft.
----FIL TEA PACK: WASHED SIUCA SAND
FILTER PACK GRAIN SIZE -------
MANUFACTURER FX 50
-----BOTTOM OF WELL SCREEN
EL. 2320.73 DEPTH 29.47 ft.
'-----BOTTOM OF WELL
EL. 2320.15 DEPTH 30.05 ft.
0.58 ft. 33.25 ft. + = LENGTH OF BOTTOM CAP TOTAL LENGTH
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SAPROLITE PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: -------'C"'H"'E,,,M,,_T,.,Rc::O:,N"'l""C"'Sc,Se,_IT,_,E=-R,::,_E,,,M,,,_,,_ED"'l"'A"'L'-"A"'CT"-'-"IO_,,N"--------JOB NO _____ .,,G,...-1,.,6,,.0c,,0,..2,.,2 __
INST ALLA TlON NO_-'--P--'-7-=D:..._ __ _
LOCATION: -----=S.,,Wc:::A::;N::;N:::A::;N:.::O:..::A::,_1.:.,N:.,:O:,_RT,_,_,_,Hc.,C:..::A:::.R,.,O,.,U,,,Nc:,A::,_ _______ _ BORING NO. ___ __,_P_-7:..:D::._ __ _
CLIENT: ---~N-'-'l~M~M~O'"'A"'N"'D:....:Cc:Oc:M,.,_P-"A"-N,.,Y ___________ _ TYPE OF INSTALLATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP. SHALLOW □ DEEPOO ~~~~~RATING □
LOCATION:
DRILLER: ---~B~-C.c.cAcc.BcclT"---___ CERTIACATION NO: #1121 NC FRONT VALLEY □ BACK VALLEY 00
FIELD REPRESENTATIVE:
N9874.461591
SURVEYDATUM: E11144244830
GROUND
SURFACE ELEVATION: 2351.17
JOEY GILLESPIE
2-INCH PVC VENTED CAP -------....
INSTALLATION DATE 3-5-92
,,----TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
EL 2354.17 STICKUP 3.0 ft.
STEEi. PROTECTIVE CASINO WITH LOCKING CAP
.... I-----II-INCH I.D. """"'I,__ TOTAL LENGTH ___ 5_.o_ft_. __ _
TOPOFWELLCA~NO------------~--.J
EL. 2353.67 STICKUP 2.5 ft. • .... I-----DRILLED WEEP HOLE IN PROTECTIVE CASINO
QROUNO SURFACE 4 FT. X 4 FT. X 4 IN. CONCRETE PAO
RISER CASINO
2-INCH I.D. PVC
MIN. 3FTI
MIN. 5FT1
TYPE OF WELL SCREEN SCH. 40 PVC
SCREEN GAUGE OR SLOT SIZE ~0 ... bc.,.1,..0..cin:.:;. __
INSIDE 04AMETER 2.0 in.
MANUFACTURER Brainard-Kilman
BOTTOM CAP --------------i
2-INCH I.D. PVC
BOTTOM OF EXPLORATION _______ ..,_
EL. 2291.27 DEPTH 59.9 ft.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
56.77 ft. + 5.05 ft.
LENGTH OF RISER CASING LENGTH OF SCREEN
t::gl4-----BOTTOM OF PROTECTIVE CA~NO
EL. 2349.17 DEPTH 2.0 ft.
*-----GROUT: CEMENT/2% BENTONITE
f::8i---1-----APPROXIMATE DIAMETER OFBOREHOLE _____ 1,._,0'-'l"'n,_._
,.,,----TOP OF BENTONITE SEAL
EL. 2305.17 DEPTH __ 4.:..:6:__;ft:.:;.'-
l-olf-----BENTONITE PELLET SEAL
◄-----TOP OF FILTER PACK
EL. 2302.17 DEPTH 49 ft.
-----TOP OF WELL SCREEN
EL. 2396.9 DEPTH 54.27 ft.
----FILTER PACK: WASHED SILICA SAN'FX 50
FILTER PACK ORAIN SIZE -------
MANUFACTURER Foster Dlxlana
-----BOTTOM OF WELL SCREEN
EL. 2291.85 DEPTH 59.32 ft.
'-----BOTTOM OF WELL
EL. 2291.27 DEPTH 59.9 ft.
+ 0.58 tt. = 62.40 tt.
LENGTH OF BOTTOM CAP TOTAL LENGTH
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BEDROCK PIEZOMETER
WELL CONSTRUCTION DETAIL
PROJECT: -------'C"'H""E"'M,,_T,_,R=O,,,Nc,:lc::C.::S_,,S::;IT,_,E::cRc,;E:e:M:::.E:D"'l:.::A::Lc::A,,CTl=O"-'N'-'-------JOB NO _____ =G_,-1cc60,::0"'.2"'2'---
LOCATION: __ _,,S'-"W'-'A"'-N"'-N""A,,_N.,O.,A,.__.N,,,O"'RT'-'-"H'-'C"'A"'R"'O"'U""'N"'A _______ _
INSTAUATION NO __ -=--P-..:.7.=B __ _
CLIENT: NIMMO AND COMPANY BORING NO. -----'-P-'-7-'B'---
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: --'J=A=C=K~O=LI,.,V~E=R~ ___ CERTIRCATION NO: #1121 NC
FRONT VALLEY O BACK VALLEY Ix)
INSTALLATION DATE __ 2-_2_7-_9_1 __
FIELD REPRESENTATIVE: JOEY GILLESPIE
7
SURVEY DATUM: E11158.945807
GROUND .
SURFACE ELEVATION: 2351.19
RISER CASINO
41NCHI.D.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL.2313.24 DEPTH 37.95 fl
CARBON STEEL
STRAP CENTRALIZER
EL.2271.13 DEPTH 80.06 fl
X
X
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
84.TTft.
LENGTH OF RISER CASINO
MIN. 20FT.
+
~---TOP OF PROTECTIVE CASINO (CAP OR LIO OPEN)
EL. 2354.19 STICKUP 3.0 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
.... 1-----II-INCH I.D.
TOTAL LENGTH __ 5_.o_fl __ _
-----BOTTOM OF PROTECTIVE CASINO
EL. 2349.19 DEPTH 2.0 ft.
~------GROUT: CEMENT/2% BENTONITE
~j..,.t----APPROXIMATE DIAMETER
OF BOREHOLE
---TOP OF BEDROCK SURFACE
10 In.
EL. 2275.69 DEPTH 75.5 ft.
~1-1-----BOTTOM OF ROCK SOCKET
EL. 2268.43 DEPTH 82. 76 fl .
.... 1------OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
X
Ui.olll------BOTTOM OF EXPLORATION
X
EL. 2248.45 DEPTH 102.74 ft.
19.98 ft. 104.75 ft. = LENGTH OF OPEN BEDROCK HOLE TOTAL LENGTH
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SAPROLITE MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C:!!HceE:,M!!.T,_,R:,,O:!!N~l:!,:,C!!S..eS!!.IT!..!E""R~E:,M.,_E,eD-,,l,,,A.,,Lc,A:,,CTl,.,_,,O:!!N"-------JOB NO _____ .:,G::.-1:.::60:,cO,c:•:e:23'---
INSTALLA TION NO_-"M"-'W"---'1'-=S'---
LOCATION: __ _,,S..,.W...,Aa,Nc.N1.1AaN..,.O.,A......,N,.O"'RTLJ.JJHwC.,.A,.,Ru;O...,.U"'Nu:A,._ _______ _ BORING NO. ___ _:_MccWc.;_;-1c:Sc.._ __
CLIENT: ___ _,N.,_,1,,,M""M'-'-O'-'A"'N"'D"-"C"'O"'M'-'-P-"AN"-'-'Y ___________ _ TYPE OF INSTALLATION:
CONTRACTOR: _..,,E"--'N'-'-V.,,_IR.,_,O<-'N.,M,.,E.,NT=A,,L,_,M,,_O"'N,.,_IT..,...,,O"'R"'IN~G=AN=D_,T..,,E=S,.,_Tl.,,_N.,_,G~C~O=R,_P.~-
SHALLOW 00 DEEP □
LOCATION:
DRILLER: -~B=L=A=K=E~C=A~B=IT~ ___ CERTIRCATION NO: #1121 NC FRONT VALLEY 00 BACK VALLEY □
RELD REPRESENTATIVE:· J, GILLESPIE
N7090.162399
SURVEY DATUM: E10Z10 243061
GROUND
SURFACE ELEVATION: 2269.79
INSTALLATION DATE _ __,2:_--"12:_-:::92=---
----TOP OF PROTECTIVE CASINO (CAP OR OPEN LID)
a.. 2270,29 ST1CKUP around surface
STEEL PROTECTIVE CASINO WITH LOCKINO CAP .... I-----&-INCH LD. 1.0 ft.
2-INCH VENTED STAINLESS -------..i-r-7
STEEL THREADED CAP '-r-r~------TOP OF WELL CASINO
TOTAL LENOTH
~OROUNDSURFACE ~ ~*~--~
RISER CASINO
2·1NCH I.D.
STAINLESS STEEL
IIIN. 3FT.
IIIN. 5 FT.
TYPE OF WELL SCREEN
ST AIMLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT saE. 0 010 ID,
INSIDE DIAMETER 2.0 In.
MANUFACTURER Brainard KIiman
BOTTOII OF SCREEN ----------,
EL. 2245 29 DEPTH 24.5
BOTTOII OF EXPLORATION -------i~
EL. 2244.79 DEPTH 25.0
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
5.0 + 20
LENGTH OF RISER CASINO LENGTH OF SCREEN
+
EL. 2269,79 STICKUP flush
• ~ 4 FT. X 4 FT. X 4 IN. CONCRETE PAO ~
~!1---------BOTTOII OF PROTECTIVE CASINO
EL. 2269.29 DEPTH .5 It.
~~f-----OROUT: CEIIENT/2% BENTONITE
,-----TOP OF BENTONITE SEAL
EL. 2268.29 llEPTH _ ____,.,1.:::;5 __
"1-oe-----3 FT. BENTONITE PELLET SEAL
------TOP OF FILTER PACK
EL. 2266.29 DEPTH 3.5
------TOP OF WELL SCREEN
EL. 2265.29 DEPTH 4.5 It.
FILTER PACK: WASHED SILICA SAND
t---FILTER PACK ORAIN SIZE FX 50
MANUFACTURER Foster Plxlana
BOTTOIICAP
.._ _____ 2-INCH 1.0.
·STAINLESS STEEL
f------TOTAL DEPTH OF WELL
EL. 2245.07 DEPTH 24.72
.22 25.22 = LENGTH OF BOTTOM CAP TOT AL LENGTH
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PROJECT: CHEMTRONICS SITE REMEDIAL ACTION
LOCATION: SWANNANOA NORTH CAROLINA
CLIENT: NIMMO AND COMPANY
BEDROCK MONITORING
WELL CONSTRUCTION DETAIL
JOB NO G-1600 23
INSTALLATION NO MW-1BI
BORING NO. MW-1BI
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
FRONT VALLEY [!j BACK VALLEY □
DRILLER: JA!.K QUlr'.EB CERTIFICATION NO: ltl 121 ti!.
INSTALLATION DATE 2-11-92
FIELD REPRESENTATIVE: JOEY GILLESPIE
N7087 -295875 STEEL PROTECTIVE CASINO WITH LOCKING CAP .
SURVEY DATUM: El !!Z23,liZ!l! I-INCH LD.
GROUND TOTAL LENGTH 1.0fl ' SURFACE ELEVATION: 2269.69 TOP OF ~Ol[CTIVE CASINO (CAP OR LID OPEN)
EL. 7 .19 STICKUP .5 ft. -
TOP OF WELL CASINO I ~H STAINLESS STEEL VENTED CAP
EL. 2269.69 STICKUP Ground Surface •
GROUND SURFACE I I-8 FT. X 8 FT. X 4 IN. CONCRETE PAD Flush with
Ground Surface
RISER CASINO Sloplng away from
Manhole Cover 41NCHI.D. BOTTOM OF PROTECTIVE CA~NO
STAINLESS STEEL EL. 2269.19 DEPTH .5 ft.
MANUFACTURER Brainard KIiman
GROUT: CEMENT/2% BENTONITE
ST AIMLESS STEEL
STRAP CENTRALIZER
EL. 2219.69 DEPTH 50 ft. APPROXIMATE CNAIIETER 90Inch OF BOREHOLE -
STAINLESS STEEL
STRAP CENTRALIZER I TOP OF BEDROCK SURFACE
2233.69 DEPTH 36 fl EL. 2247.69 DEPTH 22.0 ft.
EL
MIN. 5FT. ~
--~ BOTTOM OF ROCK SOCKET
EL • 2230.89 DEPTH 38.8
•
MIN. 20 FT. OPEN BEDROCK HOLE
3 7/II-INCH DIAMETER • X --BOTTOM OF EXPLORATK>N • ALL DEPTHS ARE REFERENCED EL. 2198.69 DEPTH 71.0 ft.
TO GROUND SURFACE X X X
38.8 32.2 71 + = LENGTH OF RISER CASINO LENGTH OF OPEN BEDROCK HOLE TOTAL LENGTH
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S_APROLITE MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: ___ C=H=E=M=-T~R~O=N=l~C~S~S~IT~E~R~E=M=ED=l~A=L~A=CTl=O=N~------JOB NO _____ ~G~-1~60=0~.2=3'---
INSTALLATION NO _ __,M"-W'-'--'-2=Dc..... __
LOCATION: --~S.,,WucA"'N"'N"'A"'N,.,,O"'A,._,_.,N..,.O,..RTu.uHuCe<A,,_R..,O,_,L .. IN...,A"---------BORING NO. MW-2D ---------
CLIENT: ---~N.,,l~M=M~O~A~N~D~C~O~M~P~A~NuY ___________ _ TYPE OF INSTALLATION:
CONTRACTOR: -~E~N~V=IR=O~N=M=E=NT=A~Lull:O=N~IT=O=R=IN.,,G=AN=D~T~E=S~Tl=N=G~C=O=R~P-~-
SHALLOW □ DEEP □
LOCATION:
DRILLER: --=B:.=L::..A::..K:::Ec.:C:.:A.::B:.:IT.,_ ___ CERTIFICATION NO: #1121 NC FRONTVAUEY □ BACKVALLEY[]j
FIELD REPRESENTATIVE:
1
SURVEY DATUM: E11747.138841
GROUND
SURFACE ELEVATION: 2341.52
J. GILLESPIE IHSTALLA T10N DATE 3-1&-92 ------
~---TOP OF PROTECTIVE CASING (CAP OR OPEN LID)
EL. 2344.52 STICKUP 3.0 ft.
STEEL PROTECTIVE CASINO WITH LOCKING CAP
f-,ot-----&-INCH I.D.
2~NCH VENTED STAINLESS -------➔f{:;::;JU------TOTAI. LENGTH STEEL THREADED CAP TOP OF WELL CASINO
5.0 It.
~GROUND SURFACE
~*
RISER CASINO
2~NCHI.D.
ST AIMLESS STEEL
TYPE OF WELL SCREEN
IIIN. 3".
IIIN. 5".
STAINLESS STEEL WIRE WRAPPED
0 OJQ In,
2.0 In.
SCREEN GAUOE OR SLOT SlZE
INSIDE DIAMETER
MANUFACTURER Brainard KIiman
BOTTOM OF SCREEN ----------
EL. 2305,39 DEPTH 36.13ft.
BOTTOII OF EXPI.ORATlON -------i►
EL. 2305.19 DEPTH 36.33 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
20 + 20
LENGTH OF RISER CASING LENGTH OF SCREEN +
EL. 2344,02 m1CKUP_~2-:::5~ft.~
~ 4 FT. X 4 FT. X 4 IN. CONCRETE PAD ~
,:ll------BOTTOII OF PROTECTIVE CASING
EL. 2339.52 DEPTH 2
~'tolr-----GROUT: CEIIENT/2% BENTONITE
~~I-----APPROXIIIATE DIAIIETER
OF BOREHOLE .83 It. / 10 Inch
~----TOP OF BENTONITE SEAL
EL. 2334.32 DEPTH __ 7_.2 __
1-,,, ... ----3 "· BENTONITE PELLET SEAL
◄-----TOP OF FIL TEA PACK
EL. 2329.92 DEPTH 11.6
------TOP OF WELL SCREEN
EL. 2325,39 'lEPTH __ 1_5_. l_3_
FILTER PACK: WASHED SILICA SAND
---FILTER PACK GRAIN SIZE FX 50
MANUFACTURER _.JEctO,:sute.,,ruD..ulLJ<XwlAlDO ... a __
BOTTOIICAP
_____ 2..j,NCHI.D.
STAINLESS STEEL
-----TOTAi. DEPT1i OF WELL
EL. 2305,19 llEPTll 36.33
.20 40.2 = LENGTH OF BOTTOM CAP TOTAL LENGTH
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BEDROCK MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: __ _____cC,c,HceE::M::.T,_,R-"O:c,Nc:lc:C,:S_,S::.IT,_,E=-R:..:.E:eM=ED:c,l:.::A::Lc.::A~CTI=O=,N"--------JOBNO _____ ~G~-l~6=0=0=.2=3'-_
LOCATION: __ ~S=W~A=N=N~AN=O=A,=N=O=RT=H~C=A=R=O=U=N=A"--_______ _ INSTALLATION NO MW-2B -~=~~--
CLIENT: NIMMO AND COMPANY BORING NO. ___ ._M~W~-2~8'---
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
FRONT VALLEY □ BACK VALLEY (]I
DRILLER: -~J~A~C~K~o~w~ve~e~ ___ CERTIACATION NO: #1121 NC
INSTALLATION DATE __ 3_-1_2_-9_2 __ _
AELD REPRESENTATIVE: FRANK H. FARMER
N9916,768378
SURVEY DATUM: E11758,152393
GROUND
SURFACE ELEVATION: 2341.93
STEEL PROTECTIVE CASING WITH LOCKINO CAP 1-----t:-----IHNCH LD. TOTAL LENOTH 5.0 ft.
'-----TOP 01' PROTECTIVE CASING (CAP OR LID OPEN)
EL 2344 93 "TICKUP 3.0 ft.
TOP OF WELL CASING -------~l,[;:::;Jt-------4-INCH 8TAINLES8 STEEL VENTEO CAP
EL. 2343. 72 STICKUP 1. 79 -----;:::==-1...1 I-''-----,.--6 "· X 6 "· X 4 IN. CONCRETE PAD Flush with OROUND SURFACE
RISER CASINO
4 INCHI.D.
STAINLESS STEEL
MANUFACTURER Atlanta Stalnless
STAINLESSSTEEL _______ _.,_
STRAP CENTRALIZER
EL. 2326.63 DEPTH 15.3 ft.
Ground Surface
Sloping away from
Manhole Cover ~if,,111-----BOTTOM OF PROTECTIVE CASING
EL. 2339.93 DEPTH 2.0 ft.
~t-------OROUT: CEMENT/2% BENTONITE
~1-.------APPROXIMATE DIAMETER 10 Inch OFBOREHOLE ______ _
STAINLESS STEEL ---------~8:1 ~---TOP OF BEDROCK SURFACE STRAP CENTRALIZER
EL. 2304.73 DEPTH 37.2 ft.
MIN. 5 FT.
X
MIN. 20TT.
X X
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
48.49 +
LENGTH OF RISER CASINO
EL. 2299.93 DEPTH 40.0 ft.
~,._._ ____ BOTTOM OF ROCK SOCKET
EL. 2295.52 DEPTH
OPEN BEDROCK HOLE ,..,._ _____ 3 7/8-INCH DIAMETER
L-,._.1------SOTTOM OF EXPLORATION
EL. 2265.03 DEPTH
X X
30.49 = LENGTH OF OPEN BEDROCK HOLE
46.41 ft.
76.9 ft.
X
78.98
TOTAL LENGlH
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SAPROLITE MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: ___ C=H=E=M~T~R=O=N~l~C~S~S~IT~E~R~E=M=ED=l~A=L~A~CTl=O=N~------JOB NO G-1600.23 -----~=='---
1 NS TA UA TION NO _ __,Me.;W,.:....:-3c,,Sc._ __
LOCATION: ---"'SW=A,,,N..,No,:A,,,N.,,OccA.......,N.,.O:.eRJu..uHc,Cu:A:u.R.uOuLI,.N..,A"---------BORING NO. MW-3S ----~~'---
CLIENT: NIMMO AND COMPANY TYPE OF INSTALLATION:
CONTRACTOR: -~E~N~V~IRuO~N~M"'E=NT=A~L~M~O~N~IT=O"-'R~IN~G=AN=D~T~E~S~Tl,,,N~G~C~O~R~P~.'--
SHALLOW (!I DEEP □
DRILLER: _ .... e .. L.,A,..K,.E..:C,.A,.e .. rr._._ ___ CERTIRCATION NO:
FIELD REPRESENTATIVE: FRANK H. FARMER
N9881.351733
SURVEY DATUM: E11501,806560
GROUND
SURFACE ELEVATION: 2344.79
~GROUND SURFACE~
~~~L--"JE:
RISER CASINO
2--INCHI.D.
ST AIMLESS STEEL
TYPE OF WELL SCREEN
MIN. 3 FT.
MIN. 5 FT.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE O 010 ID
INSIDE DIAMETER 2.0 In.
MANUFACTURER Brainerd KIiman
BOTTOM OF SCREEN ----------
EL. 2315.65 DEPTH 29.14 ft_
BOTTOM OF EXPLORATION -------i►
EL. 2314.79 DEPTH 30 P ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
12.50 + 19.98
LENGTH OF RISER CASINO LENGTH OF SCREEN
+
LOCATION:
#1121 NC FRONT VALLEY □ BACK VALLEY [xj
INSTALLATION DATE 3-24-92 --~~~-
,----·TOP OF PROTECTIVE CASINO (CAP OR OPEN LID)
EL. 347. 79 STICKUP 3 0 fl
•
--4 FT. X 4 FT. X 4 IN. CONCRETE PAD ~
,31-•----BOTTOM OF PROTECTIVE CASINO
EL. 2342. 79 DEPTH 2.0 fl.
~----TOP OF BENTONITE SEAL
EL. 2341.73 DEPTH 3.06 fl .
...., ______ 3 FT. BEHTONITE PELLET SEAL
◄-----TOP OF FIL TEA PACK
EL. 2339.1 DEPTH 5.69 fl.
------TOP OF WELL SCREEN
EL. 2334.89 DEPTH 9.90 fl.
Fil TEA PACK: WASHED SILICA SANO
---FILTER PACK GRAIN SIZE FX 50
MANUFACTURER Foster Dlxfuria
BOTTOUCAP _____ 2-INCH I.D.
ST AIMLESS STEEL
-----TOTAL DEPTH OF WELL
EL. 2315.11 DEPTH 29.68 ft.
0.2 32.68 = LENGlH OF BOTTOM CAP TOTAL LENGTH
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SAIPROLITE MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C,,.,H.,,Ee,M,,;T,_,R_,,O,,,N_,,l><C><S_,,S"-'IT,_,E,_,R,.,,E,,,M,eE:,D"'l"'A.,k_,i;N-=.,TI.,,O,,.,N.,__ _____ _ JOB NO G-1600.23 ------~=~--
1 NS TA LLA Tl ON NO ___ M_W_-_3_D __ _
LOCATION: __ ~SW=AwNwN~AN....,.OccA,._,,.,Nc,eO,.,RT......,H..,.CccA ... B~O~LiwN.uA,_ _______ _ BORING NO. MW-3D ---------
CLIENT: ---~N=l~M=M~Oe.-A~N,.,,D~C=O=M=P-'A~N~Y~-----------TYPE OF INSTALLATION:
CONTRACTOR: -=E=N~V=IR'-"O=N=M=E=NT=A=L~M=O=N=IT=O=R=IN=G=AN=D~T=E=STl=N=G~C=O=R=P~---
SHALLOW □ DEEP [!]
LOCATION:
DRILLER: _ ____cBc..cLccA.c.KccEc...Cc.cA..cBcclT..c...-___ CERTIACATION NO: #1121 NC FRONT VALLEY □ BACKVALLEY[!j
FIELD REPRESENTATIVE: FRANK H. FARMER INSTALLATION DATE 3/24/92
N989&.3n687
SURVEY DATUM: E1148Q 892361
GROUND
~---TOP OF PROTECTIVE CASINO (CAP OR OPEN LID)
El.. 2347,71' STICKUP 3.0 ft.
SURFACE ELEVATION: 2344.71 STEEL PROTECTIVE CASINO WITH LOCKING CAP
.... t-----8-INCH LO. 5.0 ft.
2-INCH VENTED STAINLESS --------.1..r-7
STEEL THREADED CAP ,--,~------TOP OF WELL CASINO
TOTAL LENGTH
~GROUND SURFACE~ ~*-:!!:.J--~
RISER CASINO
2-INCH I.D.
STAINLESS STEEL
Brainard KIiiman
TYPE OF WELL SCREEN
MIN. 3 FT.
MIN. 5 FT.
STAINLESS STEEL WIRE WRAPPED
SCREEN OAUOE OR SLOT SIZE
INSIDE DIAMETER
MANUFACTURER
Q.D]Q ID,
2.0ln. Brainard KIiiman
BOTTOM OF SCREEN ----------
EL. 2293.06 DEPTH 51.65 ft.
BOTTOM OF EXPLORATION --------,►
El.. 2290.71 DEPTH __ 54_ft_._
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
40.08 15.04
+
LENOTH OF RISER CASINO LENGTH OF SCREEN +
El.. 2347.21 STICKUP_~2=.5~ft=-~
•
..,_ 4 FT. X 4 FT. X 4 IN. CONCRETE PAD ~
,:!!------BOTTOM OF PROTECTIVE CASINO
EL. 2318-21 DEPTH 2 ft.
~~~----GROUT: CEMENT/2% BENTONITE
~~------APPROXIMATE DIAMETER 10 Inch OF BOREHOLE ______ _
~---TOP OF B~!fi<aTt SEAL
EL. • DEPTH __ 2_6_.5_0_ft_ •
.... .-----3 FT. BENTONITE PEI.LET SEAL
◄-----TOP OF FILTER PACK
EL. 2314.81DEPTH 29.90 ft.
------TOP OF WELL SCREEN
EL. 2307 .9 DEPTH __ 3_6_.8_1_11_.
FILTER PACK: WASHED SILICA SAND
---FILTER PACK GRAIN SIZE FX 50 MANUFACTURER ...... Fo""a"1-'-er~0~1rx~1a~n~.-
BOTTOM CAP _____ 2-INCH 1.0.
ST AIMLESS STEEL
-----TOTAL DEPTH OF WEI.L
EL. 2292.78 DEPTH _ _,5'-'-1'-",9.:.3 _
0.21 55.33 =
LENGTH OF BOTTOM CAP TOT AL LENGTH
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BEDROCK MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: __ __,C=.,H..:,E::M::.T:..:R.:.:O=.,N.=l.:C.:S..:,S::.IT:..:E'-'R'-"E:::M:::.E:::D:::l:::A::,Lc.::A:::CTl=O:::Nc:..._ _____ _ JOB NO _____ .,,G,::·J,_,6,,o.,.o,..2.,3c__
LOCATION: --~SW=A=N=N=AN=O~A~N=O~RT=H~C~A=-R~O~LI~N~A~--------
INSTALLATION NO MW-3B --~~~--
CLIENT: NIMMO AND COMPANY
BORING NO. ____ M_W_-3_8 __ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: -~J~A~C=K~O~W-Y-E~R ____ CERTIACATION NO:
AELD REPRESENTATIVE: Frank H. Farmer
SURVEY
GROUND
SURFAC
DATUM: E11489.100623
E ELEVATION: 2345.03
T OP OF WELL CASINO
R • s
EL. STICKUP
GROUND SURFACE
ISERCASINQ
INCHI.D.
T AIMLESS STEEL
1.72
I
M ANUFACTURER Brainard KIiman
s
s
T AINLESS STEEL
TRAP CENTRALIZER
EL. 2313.33 DEPTH
T AIMLESS STEEL s
s TRAP CENTRALIZER
EL 2298.03 DEPTH
31.7 ft.
47.0 It.
MIN. 5FT.
-
X
MIN. 20FT.
X X
-~
--• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
56.64 +
\.
r,
•
~
X
24.08
#1121 NC
FRONTVAUEY □ BACKVALLEY~
r
INSTALLATION DATE __ 3_-_1_7-_9_2 __ _
STEEL PROTECTIVE CASINO WITH LOCKING CAP
~LD.
TOTAL LENGTH 5.0 It.
TOP OF 1~ CASINO cc3P Oft LI EL STICKUP .0
OOPEN)
4alNCH STAINLESS STEEL VENTED CAP
8 FT. X 6 FT. X 4 IN. CONCRETE PAD Fl ush with
round Surface G
Slopl ng away from
nhole Cover Ma BOTTOM OF PROTECTIVE CASINO
EL. 234l.03 DEPTH 2.0 ft.
OROUT: CEMENT/2% BENTONITE
APPROXIMATE DIAMETER 10 Inch OF BOREHOLE
TOP OF BEDROCK SURFACE
EL. 2295.03DEPTH 50 ft.
BOTTOM OF ROCK SOCKET
EL. 2290.11 DEPTH 54.92 ft.
OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
BOTTOM OF EXPLORATION EL. 2267.03 DEPTH __ 7_8_.0_lt_.
X X
78 = LENGTH OF RISER CASINO LENGTH OF OPEN BEDROCK HOLE TOTAL LENGTH
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PROJECT: CHEMTRONICS SITE REMEDIAL ACTION
LOCATION: SWANNANOA, NORTH CAROLINA
CLIENT: NIMMO AND COMPANY
BEDROCK MONITORING
WELL CONSTRUCTION DETAIL
JOB NO G-1600.23
INSTAUA TION NO MW-4B
BORING NO. MW-4B
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
#1121 NC FRONT VALLEY □ BACK VALLEY~
DRILLER: JACKOLIYEB CERTIACATION NO: 3/19/92 INSTAUATION DATE
FIELD REPRESENTATIVE: FRANK H. FARMER
nn"•· STEEL PROTECTIVE CASINO WITH LOCKING CAP
SURVEY DATUM: E11115.611339 ~NCHLD.
GROUND 1, TOTAL LENGTH 5.0 ft.
SURFACE ELEVATION: 2356.75 TOP OF PROTECTIVE CASINO (CAP OR LID OPEN)
El 2359,75 STICKUP 3.0 ft.
TOP OF WELL CASINO
,--, 4..iNCH STAINLESS STEEL VENTED CAP
EL. 2358.2 STICKUP 1.45 ft. •
GROUND SURFACE I ~ 6 FT. X 6 FT. X 4 lN. CONCRETE PAD Flush with
Ground Surface
RISER CASING Sloping away from
Manhole Cover 4 INCHI.O. BOTTOII OF PROTECTIVE CASINO
STAINLESS STEEL
IIANUFACTURER Atlanta Stalnle99 EL. 2354.75 DEPTH 2.0 ft.
GROUT: CEIIENT/2% BENTONITE
STAINLESS STEEL
STRAP CENTRALIZER
EL. 2330.45 DEPTH 26.3 ft. APPROXIMATE DIAIIETER
OF BOREHOLE 10inch
STAINLESS STEEL TOP OF BEDROCK SURFACE STRAP c2~iifER 61.7 ft. EL. 2292.75oePTH 64.0 ft. EL. DEPTH .--
IIIN. 5FT.
= BOTTOII OF ROCK SOCKET --
EL. 2287.87 DEPTH 68.88 ft.
X
IIIN. 20 FT. OPEN BEDROCK HOLE
3 7/8-INCH DIAIIETER
X X --BOTTOII OF EXPLORATION
• ALL DEPTHS ARE REFERENCED EL. 2262.64 DEPTH 94.11 ft.
TO GROUND SURFACE X X X
70.21 25.35 95.56
+ = LENGTH OF RISER CASINO LENGTH OF OPEN BEDROCK HOLE TOT AL LENGTH
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SAPROLITE MONITORING
WELL CONSTRUCTION DETAIL
PROJECT: -----'C~H~E~M~T,_,_R.,_,O~N"'-l=C=S-=S~IT,_,E'-'R""E~M=E=D::.:l~A~L~A=C,_,_T~IO::.:N~------JOB NO _____ ~G~-1:.:60~0~.2::.:3c_ __
INSTALLATION NO __ M_W_-5_s __ _
LOCATION: __ _,.S"'WccAoeN,.N .. A,.N,.,,O,..A,.,...,N.,,Ou.BILLJ.JHuC.,A,.R..,O..,U_.N~A.,_ _______ _ BORING NO. MW-5S ---------
CLIENT: ___ __,_,N,,,IM,,,M=O_,A,,N"'D"-"C"'O"'M"'P_,A,,N.,_Y,.._ ___________ _ TYPE OF INSTALLATION:
CONTRACTOR: --=E~N,_,_V=IR.,_,O~N"'-M=E~NT=A~L~M=O=N.,_,IT-=O~R=IN=G=AN=D~T,_,E=S,_,_TI=N.,_,G~C=O=R~P·~-
SHALLOW I!] DEEP □
LOCATION:
DRILLER: ----'B::.:L=A.::K.::E=..C::.A:.:B::.l:.:T ___ CERTIRCATION NO: #1]2] NC FRONTVAUEY □ BACKVALLEY[!)
FIELD REPRESENTATIVE: J. GILLESPIE
N10088.092752
SURVEY DATUM: E11465 806424
GROUND
SURFACE ELEVATION: 2350.07
~OROUNDSURFACE ~
~~"'"--.JL--~
RISER CASINO
2•NCHI.D.
STAINLESS STEEL
IIIN. 3FT.
IIIN. HT.
TYPE OF WELL SCREEN
ST AIMLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE 0,0]0 ID,
IN~DE DIAMETER 2.0 In.
MANUFACTURER Brainard Kilman
BOTTOII OF SCREEN ----------
EL. 2322.67 DEPTH 27 .4 fl
BOTTOII OF EXPLORATION -------1►
EL. 2322.07 DEPTH 28.0 fl
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
10.02 + 20.02
LENGTH OF RISER CA~NG LENGTH 0~ SCREEN
+
INSTALLATION DATE 3-17-92
~---TOP OF PROTECTIVE CASINO (CAP OR OPEN LID)
EL 2353.07 STICKUP 3.0 ft.
~ 4 FT. X 4 FT. X 4 IN. CONCRETE PAO ~
~~1-----0ROUT: CEIIEl<T/2% BENTONITE
~~-------APPROXIIIATE OIAIIETER OF BOREHOLE .83 ft./10 Inch
,----TOP OF BElfl"ONITE SEAL
EL. 2348.07 DEPTH __ 2._0_ft_._
-----TOP OF FILTER PACK
EL. 2344.97 DEPTH 5.1 ft.
------TOP OF WELL SCREEN
EL. 2342.57 DEPTH __ 7_.5_11_._
FILTER PACK: WASHED SILICA SAND
1---FILTER PACK GRAIN SIZE FX 50
MANUFACTURER Foster Dlxiana
BOTTOIICAP _____ 2•NCH I.D.
STAINLESS STEEL
-----TOTAL DEPTH OF WELL
EL. 2322.47 DEPTH 27.6 ft.
.2 30.24 = LENGTH OF BOTTOII CAP TOT AL LENGTH
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RIKT ENVIRONMENT&
INFRASTRUCTURE
SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: _ ___;C:cH..:.:E::.,M::..TR:..:..:..,O,_,_N;;.IC:,;;S=S.:..:ITE.=-.-,R.:.:E:::;M::.:E:.:D'-'-IAL:.=..:..:A.:cC-"TI"'O""'N'------
LOCATION: -~S~W~A=N=N=A=N=O=A,_, ,_,_NO~RT-"H~C=A=R=O-=L=IN=A'--------
JOBNO ___ --=G~-1~6~0~0~.2~4,__ __
INSTALLATION NO EW-1S (STW-2)
CUENT: --~N~IM~M=O~A=N=D_C~O~M~P~A~N~Y __________ _
BORING NO. ____ _.E_W=-1-"S.._ __ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: ---=J-'-. O=Ll'-'V-=E"-'R'--___ CERTIFICATION NO: EMTC 1121
FRONT VALLEY □ BACK VALLEY [8J
INSTALLATION DATE -~5~/2_1~/9_2 __
FIELD REPRESENTATIVE:
N. 10316.345284 SURVEY DATUM: E 11534 4ago15 GROUND
SURFACE ELEVATION: 2365 942
RlSERCASING
6 INCH 1.0.
CARBON STEEL
GROUND SURFACE
CARBON STEEL
STRAP CENTRALIZER
EL 2329 692 DEPTH 36 25 ft
J. GILLESPIE
MIN.3FT.
NOTE: A~ erlradion J>UfTll was installed in OIICh wel along Mil
associated wa!« """" c:ontrok. wiring, and risor ~ Tho web ..,.
--.led III lho s!A'faoe with a unuty seal. At the surface an extraction
wol-hM,d -mourned and no. di reeled In sn ~ dnction
thtough buried pipelines. The wel ard weft-head -~
c:o.-e,ed wth a lockable fib&,glass OO'VfK •
......_ ____ TOP OF WELL CA~NG
EL. NIA STK:KUP N/4
R:,------GROUT: CEMENT/2% BENTONITE
~g..------APPROXIMATE DIAMETER
oF eoREHOLE 12 locb
~----TOP OF BENTONITE SEAL
EL. 2336 762 OEPTI-1 29 18 ft
" ..., .. ____ BENTONITE PELLET SEAL . .. tse,t-,•----TOP OF FIL TEA PACK
EL. 2333 762 DEPTH 32 18 ft
TYPE OF WELL SCREEN
=fl!!(lilt------TOP OF WELL SCREEN ------------fi,1 EL.2328 692 DEPTH 37 25 ft
6 INCH 1.0. STAINLESS STEEL
WIRE WRAPPED
SCflEENGAUGEORSLoTslZE 0121nch
TOTAL LENGTH 24 75
CARBON STEEL
STRAP CENTRALIZER
EL 2300 942 DEP11i 65 0 ft
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
39 76 ft + 2475 ft
LENGTH OF R~ CASINO LENGTH OF SCflEEN + 5 0 ft
ALTER PACK: WASHED SILICA SAND
E+if----0RA1N SIZE 0Es10NAT10+1· #00 Well Gravel
MANUFACTURER: Macie Sand Cn
,------BOTTOM OF WELL SCREEN
El. 2303 942 DEPTH 62 Q ft
fil,c;=~----BOTTOM OF BLANK CASING
5 FT. EL. 2298 602 DEPTH 67 34 ft
~----BOTTOM OF EXPLORATlON
EL. 2297 942 DEPTH 68.0 ft.
+ 34 ft = 69 65 ft
LENGTH OF BLANK CASING LENGTH OF BOTTOM CAP TOTAL LENGTH
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.... ... ENVIRONMENT & 1'-U>I INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: _ ___::C_;_Hc::E.:c.Mc.cTR.:..:..::.O.:..:N.:..:IC:..:S:...:S::.:ITE-=-.:..:R=-EM=ED:::.l:.:..Al=-:.A.:..:C:...:TlccO:..:N-'--------JOB NO G-1600.24 ---~~~=~----
LOCATION: -~S~W_;_A_N_N_A_N_O:..:A~,~N.:..:O=R.:..:T-'-H~C=A~R.:..:O:..:L=IN=A~-------INSTALLATION NO __ E:W=-3=----
NIMMO AND COMPANY CLIENT:
BORING NO. ----------EW-3
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: --'---"J~. O=Ll'-"V-"E"-'R'--___ CERTIACATION NO: 1121 NC
FRONT VALLEY O BACK VALLEY [xj
INSTALLATION DATE ---'-7'-/6"-/9-'-2"----
FIELD REPRESENTATIVE: J. GILLESPIE
N. 10182.44659
SURVEY DATUM: E. 11630.29TT83
GROUND
SURFACE ELEVATION: 2365.842
GROUND SURFACE
RISER CASING
6 INCH I.D. ----------11,
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
El 2327 842 DEPTH ~3-B~ft~-
TYPE OF WELL SCREEN 61NCHI.O.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE .a0 ... 1u2'-~
TOTAL LENGTH ~54=5il3.._ __ _
CARBON STEEL
STRAP CENTRALIZER
EL 2266.842 DEPTH 99.0 ft.
MIN. 7FT.
MIN.
SFT.
MIN. 20 FT.
• ALL DEPTHS ARE REFERENCED.
TO GROUND SURFACE
42 84 ft. +
NOTE: A 1ubmttnible extraction pl,nl> was installed in MCf'I wel along wth
assoc:imod watflf lo¥OI CDntro1t.. wiring, and MM PP, The web we
1ealed Ill the at#fam with a sanbty seal. Al the surlaoe an extraction
weM-head wu mounted and flow directed in an IIR)topriato dwectioo
throogh buried pipe,lnM. Tho well and wel-head -CO'Tl)k,C.ely
~ with a lockable fberglass o:rver.
,-,_,._ _____ TOP OF WELL CASING
EL. N/ A STICKUP N/ A .
~-------GROUT: CEMENT/2% BENTONITE
APPROXIMATE DIAMETER
~t-""f-----OFBOREHOLE 12-1/4 Inch
.,r-----TOP OF BENTONITE SEAL
EL. 234 9.41 ) DEPTH 30.0 ft.
',lol------BENTONITE PELLET SEAL
ttl,1--------TOP OF FIL TEA PACK
EL. 2331 342 DEPTH 34 5 ft
_,,------TOP OF WELL SCREEN
''-J"'"" EL. 2325 482 DEPTH 40.39 ft.
FILTER PACK: WASHED SILICA SAND
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Marie Sand C-0
~----BOTTOM OF WELL SCREEN
EL. 2270 922 DEPTH 94.92 ft.
BLANK CASING ~1;1--------6-INCH 1.0., CARBON STEEL
,-----TOP OF BEDROCK SURFACE
EL. 2268.842 DEPTH 97.0 ft.
GROUT: CEMENT/2% BENTONITE/
2"' CALCIUM CHLORIDE
""'.,.. _____ BOTTOM OF BLANK CASING
EL. 2263.642 DEPTH 102 2 ft
~----BOTTOM OF ROCK SOCKET
EL. 2263 642 DEPTH 102 2 ft
J--,t------OPEN BEDROCK HOLE
3 Jm-,NCH DIAMETER
'-'"""f------BOTTOM OF EXPLORATk)N
EL. 2248.842 DEPTH 117 ft.
7 3 ft + 14 8 fl = 119 52 ft
LENGTH OF RISER CASINO
_J54a.,,5,.3.Lft..___ +
LENGTH OF SCREEN LENGTH OF BLANK CASING LENGTH OF OPEN BEDROCK TOTAL LEHGTH
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RIKT ENVIRONMENT&
INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: _ ___::;C.:..:H.:::E=M..:..TR:..:.0-=..:..cNl'-'C-=S....:S:..:.ITE.:..:::..R:..:.E:::;Mc.:E:::;D::clc...A.:::L..:..Ac..cCc..cTI.:..;Oc..cN-'--------
LOCATION: _....:S....:W.:..;A....:N....:N....:A~N.:..;O~A~,~N....:O~R.:..:T.:..;H....:C:..:.A....:R.:..:O....:L=IN....:A~-------
JOB NO ___ ....:G=-·~1=60"-'0'--'.2=-4-'-------
INSTALLATION NO EW-4 --------
BORING NO. EW-4
CUENT: __ .:..:N.:..:IM....:M~O~A....:N....:D....:C....:O.:..:M....:P....:A....:N.:..:Y __________ _ ----------
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
FRONT VALLEY □ BACK VALLEY [xj
DRILLER: __ ..:Jee • ..:Oc:LcclV'-'E"'R"--___ CERTIFICATION NO: 1121 NC
FIELD REPRESENTATIVE: J. GILLESPIE
SURVEY DATUM:
GROUND
N. 10078.985754
E. 11637.183949
SURFACE ELEV A TION: __:2:c.c35C:.50-'.4CC5:..:.7_
GROUND SURFACE
RtsER CASlNG
6 INCH 1.0.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL 2323.347 DEPTH 32.11 ft.
TYPE OF WELL SCREEN &INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT StzE _.0.._1,.2 ...... _
TOTAI..LENOTH ~2~9~.7~----
CARBON STEEL
STRAP CENTRALIZER
EL 2289.857 DEPTH 65.6 fl
MIN. 7 FT.
MIN.
5FT.
MIN. 20 FT.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
44.17 ft.
LENGTH OF R~ CASING + -~29=.7~ft=-~--+
LENGTH OF SCREEN
INSTALLATION DATE _~5~1~19~/9=2 __ _
NOTE: A~ extraction Pl#fl> was nst.Jled in each-• along with
associated walor level controls. wiring, and riser~-The -a.-•
soalod Ill tho sl.riaoe with a unuty Mal. Al the suriaoe an extradion
-'"head .as mounted aod flow cil9ded in an "R)l'opriato diredion
through buried pipelines. Tho well and -'-hoad was 00fTl)letely
OCMN'ed \IWCh a \ock.iblo liberglau ttN'fllt,
r-1-.------TOP Of WELL CASING
El. NIA STICKUP NIA
~it------GROUT: CEMENT/2% BENTONrTE
~!-t-----APPROXIMATE DIAMETER
""-Of BOREHOLE ~1=2~I~n=ch~----
.,-----TOP OF BENTONITE SEAL
EL. 2330.457 DEPTH 25.0 ft.
',toll------BENTONITE PELLET SEAL
"'"'~.-----TOP Of FIL TEA PACK
El. 2327 457 DEPTH 28 0 ft
_.,-----TOP OF WELL SCREEN
EL. 2322.347 DEPTH 33.11 ft.
FILTER PACK: WASHED SILICA SANO
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Cg
~----BOTTOM OF WELL SCREEN
EL. 2292.657 DEPTH 62.8 ft.
BLANK CASING
~•------6-INCH I.D., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2290.167 DEPTH 65.29 ft.
GROUT:CEMENT/2% BENTONITE/
2% CALCIUM CHLORlOE
l"iilfc------BOTTOM OF BLANK CASING
EL. 2285.657 DEPTH 69 8 ft.
~----BOTTOM OF ROCK SOCKET
El. 2284 457 DEPTH 71 0 ft,
._.,_ _____ OPEN BEDROCK HOLE
3 7~NCH DIAMETER
._...,I-------'-BOTTOM OF EXPLORATION
EL. 2263.457 DEPTH 92.0 fl
7.0 ft. + 21.0 ft. = LENGlM OF BLANK C~SINO LENGTH OF OPEN BEDROCK
101.87 ft.
TOTAL LENGTH
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INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: ---"C-'-'H-=EccMc:.T.:..:R.::.O.:..:N.:..:IC:..::S:...;S::.:ITE~.:..:R-=Ell=ED=-I"-Al=-'-A.:..:Cc..cTI.c..OccN--'------JOBNO ___ ~G=-·~1.::.60~0=·=--24..:.....· __ _
LOCATION: -~S~W_A_N~N~A~N-'-0"-'A~,~N.:..:O.:..:R.:..:Tc:.H.:..:C=A~R-'-'O.:..:L~IN_A _______ _ INSTALLATION NO EW-5 ----~---
CLIENT: NIMMO AND COMPANY
BORING NO. ___ E_W_-5 _____ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: ---=J.,_. O=Ll'-'V-=E"-'R'--___ CERTIRCATION NO: 1121 NC
FRONT VALLEY □ BACK VALLEY [xj
INSTALLATION DATE _....;6,.,,12,,,5/"'9,,,_2 __
FIELD REPRESENTATIVE: J. GILLESPIE
SURVEY DATUM:
GROUND
N. 10005.718616
E. 11649.294427
SURFACE ELEV A TION: ....c234=-c.:c5·c:.430::c:.._
GROUND SURFACE
RISER CASING
NOTE: A ~ extraction purf1l was installed in each well along with
associated wahw le-..l CX>fltm, wiring. and riaet ~-The web-•
&ealod a the surlaoo with a .war)' seal. AJ. !he .urfaoe an extraction
well-head was mounted and !low cireded in an 'Wfopriale di'eetion
through buried ~ines. The well and~ was ~oly
C<MKed wilh a \ockoole fiberglass cr:TVOf.
,-, ... ._ _____ TOP OF WELL CASING
EL. N/ A STICKUP N/ A
~-------GROLIT: CEMENT/2% BENTONITE
6 INCH 1.D. ----------iii~
CARBON STEEL APPROXIMATE DIAMETER
CARBON STEEL
STRAP CENTRALIZER
EL. 2324.43 DEPTH 21.0 ft.
TYPE OF WELL SCREEN 6 INCH I.D.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE ~0~1u2~-
TOT AL LENGTH ~9~.93=-----
CARBON STEEL
STRAP CENTRALIZER
EL. 2310.43 DEPTH 35.0 ft.
MIN. 7 FT.
IIIN.
SFT.
IIIN. 20 FT.
ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
27.6 ft. + 9.93 ft.
LENGlH OF RlSER CASING LENGTH OF SCREEN +
~:i-------OFBOREHOLE 121/4 Inch
_,,-----TOP OF BENTONITE SEAL
EL. 2333.63 DEPTH 11.8 fl.
',i,,-------BENTONITE PELLET SEAL
~i-""------TOP OF FILTER PACK
EL. 2329 63 DEPTH 15 8 ft,
.-,,-----TOP OF WELL SCREEN
J....l,-EL. 2323.23 DEPTH 22.2 ft.
FILTER PACK: WASHED SILICA SAND
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTIJRER Morie Sand Co
~----BOTTOM OF WELL SCREEN
EL. 2313.3 DEPTH 32.13 ft.
BLANK CASING
-f!!ji-------6-INCH 1.D., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2310. 73 DEPTH 34.7 fl.
GROUT: CEMENT/2% BENTONITE/
2% CALO UM CHLORIDE i""'._.. _____ BDTTOII OF BLANK CASING
EL. 2306.03 DEPTH 39A ft,
..._ ____ BOTTOM OF ROCK SOCKET
EL. 2306 03 DEPTH 39 4 ft.
f-,-------OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
l...J ..... t------'-BOTTOM OF EXPLORATION
EL. 2285.83 DEPTH 59.6 ft.
7.3 ft. + 20.2 ft. = LENOTH OF BUNK CA~NG LENGTH OF OPEN BEOROQC
65.03 ft.
TOTAL LENGTH
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I'll ... ENVIRONMENT & l•U>I INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: _ ____.c.C.ccH.ccE=M-'--T'-'-RO.::..:..;;Nc.:ICc.::Sc...:S:.c.lTE.:..::...:..;cRE:=cM;:;.E:=cD::.clc...A.ccL..c.A--'C~Tl~O~N-· ____ _ JOBNO ___ __cG~·.c..1~60~0~.2~4.:.... __ _
LOCATION: ---'S~W-'-'A-'-N-'-N~A~Nc...O~A~,-'-N--'O-'--R--'Tc...Hc...:C=A=R~O~L=IN-'-A~-------INSTALLATION NO EW-6 ----~---
BORING NO. EW-6
CLIENT: NIMMO AND COMPANY ----------
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP •.
DRILLER: ---=J.,_. O=Ll"'V-=E~R'--___ CERTIACATION NO: 1121 NC
FRONT VALLEY □ BACK VALLEY [xj
INSTALLATION DATE __ 6~123=19=2 __
FIELD REPRESENTATIVE: J. GILLESPIE
SURVEY DATUM:
N. 9968.675027
E.11517.256017
GROUND
SURFACE ELEV ATION:__c234=.c.5c.c.nc.c..c3_
GROUND SURFACE
RISER CASING
61NCHI.D.
CARBON STEEL
MIN. 3 FT.
CARBON STEEL
STRAP CENTRALlZER MIN. 5 FT.
EL. 2321.973 DEPTH 24.0 ft.
TYPE OF WELL SCREEN &INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE ~0~Ju2~-
TOT Al. LENGTH ~3~9~,Z~l~---
CARBON STEEL
STRAP CENTRALIZER
EL 2278.973 DEPTH 67.0 fl
MIN. 7 FT.
MIN.
5FT.
MIN. 20 FT.
' ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
27.05 ft.
LENGlH OF RtsER CASING
+ -~3=9=.7~1~ft=·--+
LEHOTI-t OF SCREEN
NOTE: A sobmersibl& ntraaioo PIJrTl) was in$talb:I io each -a along wih
auociatod watOf level controls, wiring, and riMr we,. The web wore
sealed al the 1urfa011 with a sanbty seal. At the 11Urfaoe an ertradion
wel-head -mountod aod Oow diroclod in an aw,opri;do da-ec:tion
thtoUgh buried pipelines. The well and -R-head was corrpletely
O'J¥'ered with a lodl.ible fbe1glass «:Net.
r-, ...... -----TOP OF WELL CASING
EL NIA STICKUP N/A
~-------GROUT: CEMENT/2% BENTONITE
APPROXIMATE DIAMETER txi--11------OF BOREHOLE 12 1/4 inch
.,------TOP OF BENTONITE SEAL
EL. 2331.683 DEPTH 14.3 fl.
',1-111-------BENTONITE PELLET SEAL
~ .... I-----TOP OF FIL TEA PACK
EL 2328 373 DEPTH 17 6 ft
!~-------TOP OF WELL SCREEN •L...J,..,.-EL 2322.323 DEPTH 23.65 ft.
FILTER PACK: WASHED SILICA SAND
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Co
_,-----BOTTOM OF WELL SCREEN
EL. 2282.613 DEPTH 63.36 fl.
BLANK CASING
-fl!W-------6-INCH 1.0., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2278.973 DEPTH 67.0 II.
GROUT:CEMENT/2% BENTONITE/
2% CALCIUM CHLORIDE
'""'~-----BOTTOM OF BLANK CASING
EL. 2373. n3 DEPTH 72,0 ft.
~----BOTTOM OF ROCK SOCKET
EL. 2373 TI3 DEPTH 72,0 ft
J-t-------OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
'--'◄I------BOTTOM OF EXPLORATION
EL. 2253. n3 DEPTH 92.0 fl.
--~7-=35~ft~-----+
LENGTI-t OF BLANK CASING
20.00 ft.
LENGTH OF OPEN BEDROCK = 94.11 fl.
TOT AL LENGTH
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...... ENVIRONMENT&
l~U>I INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DET All
PROJECT: -----=Cc..:H:.=E.:.::M:..:.T.:..:R-=-O.:..:N.:..:IC:..:S:...:S:::IT.:.cE::....:..:R=-EM=E=-Dl"--A=L-'-A.:..:C:...:T.:.:I0:..:N.:.._ ____ _ JOBNO ___ ~G=·~1~6=00=·:24.,__ __ _
LOCATION: __ S~W~A~N~N~A~N-=0-'-A"--'-'N-=O-'-R'--'T-'-H'--'C=A-"R-'-O~L=l:..:.N:..:.A _______ _
INSTALLATION NO ___ E_W_-2 ___ _
, CLIENT: NIMMO AND COMPANY
BORING NO. ___ E_W_-2 _____ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP ..
DRILLER: ---=J-'-. -=0-=Lc..lV:..:.E=R"-___ CERTIFICATION NO: 1121 NC
FRONT VALLEY □ BACK VALLEY [Kl
INSTALL.A TION DA TE -~5"-/1-'-6"-/9-'-2~--
FIELD REPRESENTATIVE: J. GILLESPIE
N. 10401.734102
SURVEY DATUM: E. 11459.554043
GROUND
SURFACE ELEVATION: 2368.311
GROUND SURFACE
RISER CASING
6 INCH 1.0.
CARBON STEEL
NOTE: A submersiblo o,ct1adion ~ was in$lalled in oach -• abng with
assoeial&d water liwet conlrols, wiriog. and Mer pipe. Tho welt wore
soalod at the _surlace with a sanitary seal. At the surtace an e~ractioo
-11-hoad was moun1ed and !low direcied in ar, awi-opria1e difoc:tioo
through b.iriod pipi,lines. The well a/'ld weft-h&ad was C0!1l)lelely
oove1ed with a lockablt1 lberglass oover.
,-,---------TOP OF WELL CASING
EL. NIA STICKUP NIA
i:;::;-------GAOUT: CEMENT/2% BENTONITE
. _,------TOP OF BENTONITE SEAL
MIN. 3FTT AA
EL.2349.411 DEPTH 18.9 fl.
,,..I------BENTONITE PELLET SEAL
(..;4_,._ _____ TOP OF FIL TEA PACK CAR BON STEEL
STRAP CENTRALIZER
MIN. 5 FT.
EL. 2338.811 DEPTH 29,5 ft.
TYPE OF WELL SCREEN 6 INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE .-,0,..1u2..__
TOTAL LENGTH 39.68 -------
CARBON STEEL
STRAP CENTRALIZER
EL. 2294.811 DEPTH 73.5 fl.
MIN. 7 FT.
MIN.
SFT.
MIN. 20 FT.
ALL DEPTHS ARE REFERENCED .
TO GROUND SURFACE
32.36 ft. + 39.58 ft.
LENGTH OF RISER CASING LENGTH OF SCREEN
+
EL. 2343.311 DEPTH 25.0 fl.
~-----TOP OF WELL SCREEN
EL.2339.151 DEPTH 29.16 ft.
FIL TEA PACK: WASHED SILICA SANO
DESIGNATION GRAIN SIZE, #00 Well Gravel
MANUFACTURER Morie Sand Co
.,.------BOTTOM OF WELL SCREEN
EL. 2299.471 DEPTH 68.84 ft.
BLANK CASING
------6-INCH 1.0., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2296.311 DEPTH 72.0 fl.
GROlJT: CEMENT/2% BENTONITE/
2% CALOUM CHLORIDE
~i-------BOTTOM OF BLANK CASING
EL. 2292.491 DEPTH 75.82 ft.
'-----BOTTOM OF ROCK SOCKET
EL. 2290.811 DEPTH 77.5 fl.
1.,.._ ______ OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
~ .... l-------BOTTOM OF EXPLORATION
EL. 2267.711 DEPTH 100.6 ft.
7,0 tt + 22 5 ft, 101 44 ft
LENGTH OF BLANK CASING LENGTH OF OPEN BEDROCK TOTALLENOTH
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RIKT ENVIRONMENT &
INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: -~C~H:_::Ec::M:..:.TR!.!!::O.:..:N.:..:IC~S:'...!S~l..:.:TE=R.::E~M.::E~D'..'.:IA!!:Lc.!A~C::..:T~IO~N'..!._ ____ _ JOB NO ___ _cG:.·..:1c::6.::.00,c·c:24_,__ __ _
LOCATION: _ _:S,::.:W:..:..::::A::..:N::..:N:::::A::..:Nc,:O:::.A,.,_1.:..:Nc,:0:.:.R:..,T.:..:Hc..:C,c:A:o:R.:..:O,e:L:::l.:..:N:::::A'--------INSTALLATION NO --~E'-'W-"---1'-'1'---
CLIENT: NIMMO AND COMPANY BORING NO. ___ E_W_-1_1 ____ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP •.
DRILLER: __ _,J"-"-"O"'L'-'IV,_E,,_R,_,___ ___ CERTIFICATION NO: 1121 NC
FRONT VALLEY O BACK VALLEY [xj
INSTALLATION DATE __ _,,6,.,/5,,_/9,,,2,__ __
FIELD REPRESENTATIVE: F. FARMER·
N. 703132.141396
SURVEY DATUM: E. 979467.676104
GROUND
SURFACE ELEVATION: 2352.560
GROUND SURFACE
RISER CA~NG
NOTE: A swmet'li>la extraction PlJfTl> was insta/le,d in each well abng wth
aaociatedw•erleYelex>ntrols.wirir,g,andriser~ Thewob_.
.-led a! the 1urfaoe with• 1anb:ty seal. Af. the aurface an extraroon
weU-head -mounted and flow directed in an aw,oprillle di'~
~h boned pipelines. The well ar,d wel-hoad WU ~ely
COifet9d Mh a lockable lib&rgbss cav« .
.-,-------TOP 01' WELL CASING
EL. N/A STICKUP 2.39
~-------GROUT: CEMENT/2% BENTONrTE
& INCH 1.0. ----------Ii,~
CARBON STEEL APPROXIMATE DIAMETER
CARBON STEEL
STRAP CENTRALIZER
EL. 2340.06 DEPTH 12.5 ft.
TYPE OF WELL SCREEN 6 INCH I.D.
STAINLESS STEEL WIRE WRAPPED
SCAEENGAUOEORSLOTSIZE 012
TOTAL LENGTH _.;64=,.,,37,__ ___ _
CARBON STEEL
STRAP CENTRALIZER
EL. 2269.06 DEPTH 83.5 ft.
MIN. 7 FT.
Note: QTZ Ledge Producing
Angular Milky White
Gravel From: 88 -90 ft.
MIN. 20 FT.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
18.16 ft.
LENGTH OF RISER CASING
+ _ _,,64=.3c,.7..,_ft.,_.__ +
LENGTH OF SCREEN
~◄-----OF BOREHOLE 121/4 Inch
,-----TOP OF BENTONITE SEAL
EL. 2344.46 DEPTH 8.10 ft.
,,l,o1------BENTONITE PELLET SEAL
~4------TOP 01' AL TEA PACK
EL. 234] 20 DEPTH ] ] 36 fl
~-----TOP OF WELL SCREEN
EL. 2336 79 DEPTH 15.77 ft.
FILTER PACK: WASHED SILICA SAND
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Send Co
~----BOTTOM OF WEU SCREEN
EL. 2272 36 DEPTH 80.20 ft.
1fif"""::jiiJ ______ BLANK CASING
&-INCH 1.0., CARBON STEEL
-----TOP 01' BEDROCK SURFACE
EL. 2270 56 DEPTH 82.0 ft.
GROUT: CEMENT/2% BENTONITE/
2% CALCIUM CHLORIDE
~i--~---BOTTOM OF BLANK CASING
EL. 2265,]2 DEPTH 87 44 ft,
'-------BOTTOM OF ROCK SOCKET
EL. 2265.]2 DEPTH 87,44 fl,
OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
BOTTOM OF EXPLORATION
EL. 2245.56 DEPTH 107.0 ft.
7.30 ft. + 19.56 ft. = 109.39 ft.
LENOlH OF BLANK CASINO LENGTH OF OPEN BEDROCK TOTAL LENG111
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.. _..ENVIRONMENT& l~U:J) I INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: __ C_H_E_M_TR~O_N.:..:IC--'-S'--'S""'ITE=-..:..:R.:cE;;;cM.:cEcc.Dl"-A"'L--'-A-'C'--'TI_Oc..N _____ _ JOB NO G-1600.24 ------~----
LOCATION: __ S_W_A_N_N_A_N_O_A~1_N.:..:O~R_T--'-H~C~A_R--'-O~LI_N_A _______ _ 1 NS TA L LA TION NO --~E~W~-7'-----
NIMMO AND COMPANY CLIENT:
BORING NO. ----------EW-7
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: --~J~·~O~L~IV~E=R~ ___ CERTlFlCATlON NO: 1121 NC
FRONT VALLEY □ BACK VALLEY (Kl
INSTALLATION DATE ---'6"'/..,_19,,,/9=2 __
FIELD REPRESENTATIVE: F. FARMER
SURVEY DATUM:
GROUND
N. 9995.256313
E. 11405.0093o7
SURFACE ELEVAT1ON:_2_35_0_._o7_1_
GROUND SURFACE
RISER CASING
61NCH 1.0.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
EL. 2328.171 DEPTH 22.5 ft.
TYPE OF WELL SCREEN 6 INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SI.OT SIZE _.,Q._1._.2'--
TOT Al. LENGTH ~54=.4,,6'------
CARBON STEEL
STRAP CENTRALIZER
EL. 2271.211 DEPTH 79.46 ft.
IIIN. 7 FT.
UIN.
SFT.
MIN. 20 FT.
ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
25.64 ft.
LENGTH Of RISER CASINO
+ _...,54=.4.,6...,ft,..__ +
LE.NOTH OF SCREEN
NOTE: A ~ oictrad:ion ~ was nstalled in each we1 &mg ..ti
auocialed water eve! oontrols, tMring. and riMf ~. The -a.-•
IJea1od • the ,urlaoe with• sanlary seal. Al the surface an erlnad.ion
-'-head was mounted end flow citeded in an aw,c,pria!o di'ec:tion
through buried pip&lines. The well and -I-head was OOITl)lotely
covered with a lcx::ksb'8 fb&rglass OOWJ/(.
r-,◄ ... -----TOP OF WEU CASING
EL N/ A STICKUP N/ A
1:8...------GROUT: CEMENT/2% BENTONITE
APPROXIMATE DIAMETER ~:!--... -'---OF BOREHOLE 121/4 Inch
.,r-----TOP OF BENTONITE SEAL
EL. 2338.641 DEPTH 12.03 ft.
,,..I------BENTONJTE PELLET SEAL
lt,f--o ... ----TOP OF AL TEA PACK
EL. 2334 7J ) OEPTH 15 88 ft
__,-----TOP OF WELL SCREEN
l-l'!!ffl' EL. 2328.671 DEPTH 22.00 ft.
ALTER PACK: WASHED SILICA SAND
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Co
,-----BOTTOM OF WELL SCREEN
EL 2274.211 DEPTH 76.46 ft.
BLANK CASING
------6-INCH 1.0., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2274.671 DEPTH 76 ft.
GROUT: CEMENT/2% BENTONITE/
2% CALCUM CHLORtDE
I""--------BOTTOM OF BLANK CASING
EL. 2267.211 DEPTH 83.46 ft,
'------BOTTOM OF ROCK SOCKET
El 2267 171 nEPTH 83 50 ft,
,◄._ _____ OPEN BEDROCK HOLE
3 7/8-INCH DIAMETER
l....J"'-1------'-BOTTOM OF EXPLORATION
EL. 2247.671 DEPTH 103 ft.
7.36 ft. + 19.50 ft. = 106.96 ft.
LENGTH OF BLANK CASING LENGTH OF OPEN BEDROCK TOTAL LENGTH
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RIKT ENVIRONMENT& INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: _.......;:C.:.;Hc::E.:cMc.:.TR.:..:..:cO;..:Nc.:IC:..:S:..:S::.:ITE.:..:c..c..:R::cEM=E::.Dl:.:..Al=..:.Ac.:Cc..:Tic.cO:.cN-'------____ _ JOB NO G-1600.24 ----~~~~----
LOCATION: -~Sc..:W.:.;A~N=N=A~N-'--O"-'A-"1~N~O,_,R.:.;T-'--H'--'C::.:A.ccR.:.;O::.:L=IN=A~-------INSTALLA llON NO --~E-'--W'-•8=-----
NIMMO AND COMPANY CLIENT:
BORING NO. ----------EW-8
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP •.
DRJUER: ---=J.,_. O=Ll,.,V-=E~R,__ ___ CERTIACATION NO: 1121 NC
FRONT VALLEY □ BACK VALLEY [xj
INSTALLATION DATE -~6=1~12/=9=2 __
FIELD REPRESENTATIVE: F. FARMER
SURVEY DATUM:
N. 9969.524217
E. 11326.420504
GROUND
SURFACE ELEVATION:_2_354 __ .89_9_
GROUND SURFACE
RISER CASINO
61NCHI.O.
CARBON STEEL
MIN. 3 FT.
CARBON STEEL
STRAP CENTRALlZER
MIN. 5 FT.
EL. 2332.899 DEPTH 22.0 fl
TYPE OF WELL SCREEN 6 INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE _.0.._1.,2..__
TOTAi. LENGTH ~3~9~.64=----
CARBON STEEL
STRAP CENTRALIZER
EL. 2289.399 DEPTH 65.5 ft.
MIN. 7 FT.
MIN.
5FT.
MIN. 20 FT.
• AU DEPTHS ARE REFERENCED
TO GROUND SURFACE
26.24 ft.
LENGTH OF RISER CASING
+ _.,,3c,o9,e,:64,._,_.ft,_. --+
LENGTH OF SCREEN
NOTE: A aubmoru>lo oxtradion ~ was installod in each-• aJoog with
associated waler l8vel oontroh., wiring, and riser pip,,, The -as-
Hllled al the st.wiaoe Mth • aanilaly seal. At the aurfaoe an extradion
well-head was mounted and flow din,cted in an aw,opriato direction
through buried pip,,1.-. The well and -·-head wu ooirpletely
covered with a lockable lberglass OOWlf.
r-,..,. ... _____ TOP OF WELL CASING
EL. N/ A STICKUP N/ A
APPROXIMATE DIAMETER
J;::c;~ ... ----OF BOREHOLE 12114 Inch
./-,-----TOP Of BENTONITE SEAL
EL. 2340.089 DEPTH 14.81 ft.
... 1------BENTONITE PELLET SEAL
t,,,t""' ... ----TOP OF FILTER PACK
EL. 2335 689 OEPTH 19 21 ft
1--------TOP OF WELL SCREEN 1....-,,-EL. 2331.159 DEPTH 23. 7 4 ft.
FILTER PACK: WASHED SILICA SANO
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Co
~----BOTTOM OF WEU SCREEN
EL. 2291.519 DEPTH 63.38 ft.
~f":liii-------BLANK CASING
IHNCH I.D., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL. 2290.399 DEPTH 64.5 ft.
GROUT: CEMENT/2% BENTONITE/
2% CALCIUM CHLORlOE
i""'~-----BOTTOM OF BLANK CASING
EL. 2284.139 DEPTH 70 76 ft
~----BOTTOM OF ROCK SOCKET
EL. 2283 899 OEPTH 7J O ft
..., ... _____ OPEN BEDROCK HOLE
3 7f8..INCH DIAMETER
'-' .... I------BOTTOM OF EXPLORATION
EL. 2263.899 DEPTH 91.0 fl
2.3 ft. + 20.0 ft. = LENGTH OF BLANK CASING LENGTH OF OPEN BEDROCK
93.18 ft.
TOTAL LENGTH
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..... ENVIRONMENT& l~U:»I INFRASTRUCI1JRE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: __ C_H_E_M_T_R_O_N~IC~S_SITE~_R_E_M_E_D_IAL_A_C_TI_O_N _____ _ JOBNO ____ G=·~1~6~00=·=2~4 __ _
LOCATION: -~S'-W~A~N~N=A~N~O=Acc,1cc.NC-'O'--'RC-'T.c.Hc....C=A-"R~O'-L"'-IN~A~-------INSTALLATION NO __ E=W~-9~---
BORING NO. EW-9
CLIENT: NIMMO AND COMPANY ----------
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
FRONT VALLEY □ BACK VALLEY ~
DRILLER: __ ..:Je... _,,Oc.:LeclV,..,E:.,R_,_ ___ CERTIFICATION NO: 1121 NC
FIELD REPRESENTATIVE: J. GILLESPIE
SURVEY DATUM:
GROUND
N. 9927 .443490
E. 11269.364864
SURFACE ELEVATION:_2_35_9._57_0_
GROUND SURFACE
RISER CASINO
61NCH 1.0.
CARBON STEEL
CARBON STEEL
STRAP CEHTRALIZER
EL. 2334.57 DEPTH 25.0 fl
TYPE OF WELL SCREEN 6 INCH 1.D.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SIZE ~0~1u2--
TOT Al. LENGTH _4~9~.5:.,5~----
CARBON STEEL
STRAP CENTRALlZER
EL. 2283.12 DEPTH 76.45 ft.
MIN. 7 FT.
MIN.
5FT.
MIN. 20 FT.
' All DEPTHS ARE REFERENCED
TO GROUND SURFACE
29.48 ft.
LENGTH OF RISER CASING
+ _...,4 .. 9.,,..5a,5..,_ft,,_.__ +
LENGTH OF SCREEN
INSTALLATION DATE __ 5~/2~1/9~2 __ _
NOTE: A~ extraction purp was installed in eadi-' alot,g with
aMOci;ded wate, illWII mmrok, wiring, and riNr ~-The -a.-•
so;ued Ill the 11.riaoe with a aanlal)' seal Al the wrlace an extradion
wol-hoad was mounted and flow direded in an appropriale di-ec:tion
th~ buried pip&!.--. Tho well and wol-hoad was oortl)letoly
cotered M.h a lock.t>le IOC'Kglass ~er.
,--,◄-------TOP OF WEU CASING EL. NIA STICKUP N/A
~-------GROUT: CEMENT/2'% BENTONITE
~~I-----APPROXIMATE DIAMETER
OF BOREHOLE _1,.,2,..,1"-'n"'c,.,_h ___ _
.,-----TOP OF BENTONITE SEAL
EL. 2343.42 DEPTH 16.15 ft.
.,.,.1------BENTONITE PELLET SEAL i"-r------TOP OF FILTER PACK
EL 2339 72 DEPTH 19 85 ft
__,-----TOP OF WELL SCREEN
EL. 2333.69 DEPTH 25.88 ft.
FILTER PACK: WASHED SILICA SANO
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Co
~----BOTTOM Of WELL SCREEN
EL 2284.14 DEPTH 75.43 ft.
ffif--i:iil------BLANK CASING &-INCH 1.0 •• CARBON STEEL
r-----TOP OF BEDROCK SURFACE
EL: 2282.57 DEPTH 77.0 ft.
GROUT: CEMENT/2% BENTONITE/
2% CALOUM CHLORIDE
i,;,,,1:------BOTTOM OF BLANK CASING
EL 2276.84 DEPTH 82.73 ft
'-----BOTTOM OF ROCK SOCKET
EL. 2276 84 DEPTH 82.73 ft.
....,._ _____ OPEN BEDROCK HOLE
3 7'8-1~ DIAMETER
._..., .... _____ BOTTOM OF EXPLORATION
EL 2250.57 DEPTH 109.0 ft.
7.3 ft. + 26.27 11. = 112.6 ft.
LENGTH OF BLANK CASING LENGTH OF OPEN BEDROCK TOTAL LENGTH
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I'll _..ENVIRONMENT &
l~U>I INFRASTRUCTURE
BEDROCK/SAPROLITE EXTRACTION
WELL CONSTRUCTION DETAIL
PROJECT: __ C_H_E_M_TR~O_N--'IC--'S_S~ITE-=-'-'R"'E"'M"'E-"-0"-IA"'L'--'-A--'C~TI_O~N _____ _
LOCATION: ---'S=-'W"-'A:..:;N:..:;N:..:;Ac.:cNc.:.cO=.:Ac.:,1'-'-N'-'O'-'R-'--'T'-'-H'---'C=.:A_::R..:.;O=.:L::.:.IN:..::A:._:_ ______ _ INSTALLATION NO EW-10 ----=---
CLIENT: NIMMO AND COMPANY
BORING NO. ___ E_W_-_1_0 ____ _
LOCATION:
CONTRACTOR: ENVIRONMENTAL MONITORING AND TESTING CORP.
DRILLER: --~J~. ~O~L~IV~E=R~ ___ CERTIFICATION NO: 1121 NC
FRONT VALLEY O BACK VALLEY [Kj
FIELD REPRESENTATIVE: F. FARMER
SURVEY DATUM:
GROUND
N. 9908.376132
E.11196.584831
SURFACE ELEVATION:_2_3_54_._70_6_
GROUND SURFACE
RISER CASING
61NCHI.O.
CARBON STEEL
CARBON STEEL
STRAP CENTRALIZER
El. 2334.70 DEPTH 20.0 fl.
TYPE OF WELL SCREEN 6 INCH 1.0.
STAINLESS STEEL WIRE WRAPPED
SCREEN GAUGE OR SLOT SJZE _.o.._1._.2.__
TOTAL LENGTH ~5~9-.4~6~---
CARBON STEEL
STRAP CENTRALIZER
El. 2271.708 DEPTH 83.0 ft.
MIN. 7 FT.
MIN.
SFT.
MIN. 20 FT.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
21.05 ft. +
LENGTH OF RISER CASING LENGTH OF SCREEN
'
INSTALLATION DATE __ 6~/~1~01~9~2 __ _
NOTE: A~ ol113dion purTl) Wi1$ nstaliod in emdi wel abng wilh
~ w.der .,.... controls, wiring, and Moer ~. The -a.-•
socuod 11111 tho •...-taco with a aanitlilfY -.J. At tho .urfaoo an extraction
-'-bead -mount.cl 11M flowt dit9cied in a,, appropriate direction
through buried pipelnN. The well and ---head was ~ely
c:on,n:,,d Mb a ~ fberglass OOYl!II" •
.-,-rt------TOP OF WEU. CASING
EL. N/ A STICKUP N/ A
~-------GROUT: CEMENT/2"4 BENTONITE
APPROXIMATE DIAMETER
1:8}-irt-----OFBOREHOLE 121/4 Inch
.,,------TOP OF BENTONITE SEAL
EL. 2343.276 DEPTH 11.43 fl.
S,1,ot------BENTONITE PELLET SEAL
ft,,f--ort-----TOP OF FIL TEA PACK
EL 2339 756 DEPTH 14 95 ft
~-----TOP OF WELL SCREEN
EL. 2334.366 DEPTH 20.34 fl.
FILTER PACK: WASHED SILICA SANO
DESIGNATION GRAIN SIZE: #00 Well Gravel
MANUFACTURER Morie Sand Co
,-----BOTTOM OF WEU SCREEN
EL 2274.906 DEPTH 79.80 fl.
BLANK CASING
------6-INCH LO., CARBON STEEL
~----TOP OF BEDROCK SURFACE
EL 2272. 766 DEPTH 82.0 fl.
GROUT:CEMENT/2% BENTONITE/
2% CALOUM CHLORIDE
.,.. ________ BOTTOII OF BLANK CASING
EL 2267.926 DEPTH 86 78 ft
'-----BOTTOII OF ROCK SOCKET
El. 2267 706 DEPTH 87.0 ft,
f-rt------OPEN BEDROCK HOLE
3 7~NCH DIAMETER
'-...... 1------BOTTOII OF EXPLORATION
El. 2247.70 DEPTH 107.0 ft.
6.98 fl. + 20.0 ft. 107.49 ft.
LENGTH OF BLANK CASINO LENGTH OF OPEN BEDROCK TOT AL LE NOTH
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I APPENDIX E-1
D INSTALLATION DETAILS
FOR
D PREVIOUSLY EXISTING WELLS
D INCORPORATED AS
EXTRACTION WELLS
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~!!)~ms IRR IN E I tY~l!!ENVIRONMENTAL
flfiill!icoNSULTANT·s GROUND WATER MONITORING INSTALLATION DETAIL
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PROJECT: GROUND WATER CHARACTERIZATION JOBNO __ ~G~-~9.,_16~9::__ ___ _
LOCATION: _ _:S:.:W..::A..::N..::N..::A..::N..::O:.:A.2•:..:.N:.:O:..:.R:..:TH.:..:...:C:..:.A.::.R:..:O:.:U::.:N....:A_;_ ______ _ INSTALLATION NO _...:De.,TW:...:..:,-:.,1 __
CLIENT: CHEMTRONICS _ _:_:.:.:::..:..:..:..:..::..:..:.:..:....: ______________ _ TYPE OF INSTALLATION ___ _
CONTRACTOR: GRAVES WELL DRILLING, INC.
TEST WELL (BEDROCK)
BORING NO.
DRILLER: J. HALL CERTIFICATION NO: 1060 NC ----''-------
----------
SEC FIELD REPRESENTATIVE: _ _,,J"-'. G::::;le:L,::LE,,,S,.,_P..:.:IE=---------
L OC AT 10 N __ D:;_Acc·...c2;.;;3..:.A.:.cR.:.cE=:A.:__
INSTALLATION OATE 10/9/89
SURVEY
DATUM ___ M_S_L _____ _ I~ TOP OF PROTECTIVE CASING (CAP OPEN)
EL NIA STICKUP --'-'Nl'-'A:,_ __
GROUND
SURFACE ELEVATION: 2275.79
TOP OF WELL CASINO OR RISER PIPE
r, ...... 1---EL. _ _.=;22::.;7c.;;8c::.2:.:9___;_STICKUP· _2!c,•e,5.,_ft,.,_. __ _
w ...J < u en
0 I-
I-0 ~
Blotlte Schist -
very severely
weathered
en ...J < w en C 46.0
z <
...J
...J Clayey Slit (ML)
u.. :,.: u <
al 60.0
ui z
0 Slit (ML)
E
C z
0 U 96.0
...J
0 en
w N
ii: < ::;;
Bedrock
-----
Neat
Cement
Grout
62.5
Bentonlte Seal
65.0
Sand Pack
97.0
Bentonlte Seal
98.0
Grout
104.0 ----
::;; Open Borehole
::> en L _____ ..J.:1..:2::4-.:_0-====L!::::!.~t---
• FIGURES ABOVE REFER
TO DEPTH IN FEET
72.95 ft.
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE .
25.56 ft. 27.99 ft.
TYPE Of SURFACE SEAL
THICKNESS OF SURFACE SEAL
TYPE OF PROTECTIVE CASING
INSIDE DlAMETER
TOTAL LENGTH
BOTTOM OF PROTECTIVE CASING
Neat Cement Grout
62.5 ft.
NIA
NIA NIA
EL. _..:Nl=A'--__ oEPTH _ __,_Nl"'A'-'----
TYPE OF WELL CASINO OR RISER PIPE 6" Carbon Steel
l~OE DlAMETER 6 1/4 In •
APPROXIMATE DIAMETER OF BOREHOLE 12 1/4 In.
TOP OF WELL POINT
EL. __ 22_0_5_.3_4 __ DEPTH 70.45 ft.
TYPE Of WELLPOINT
SCREEN GAUGE OR SIZE OF OPENINGS
INSIDE OtAMETER
Stainless Steel
0.0201n.
61/4 In.
TYPE OF BACKFILL AROUND POINT
BOTTOM OF WELL POINT
EL. 2179.78
Blank casing Length 7.0 ft.
BOTTOM OF BOREHOLE
EL. 2151 .79
Morie Sand #1
DEPTH 96.01 ft.
OEPTH_--'1=.24-""-"-0-'-ft"-"--
LENGTH OF CASING + LENGTH OF SCREEN + LENGTH OF CORE HOLE :
126.5 ft.
TOTAL BENTONITE SEALS
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Mllft111S IRR IN E
tliift11J ENVIRONMENT AL
rll!!J!llcoNsu LT ANT.S GROUND WATER MONITORING INSTALLATION DETAIL
PROJECT: GROUND WATER CHARACTERIZATION STUDY JOB NO G-9169
LOCATION: SWANNANOA, NORTH CAROLINA INSTALLATION NO STW-1
CLIENT: CHEMTRONICS TYPE OF INSTALLATION TEST WELL
CONTRACTOR: GRAVES WELL DRILLING SHALLOW (SAPROLITE)
DRILLER: J. HALL CERTIFICATION NO:
BORING NO.
1060 NC 2
LOCATION• DA 23 AREA
SEC FIELD REPRESENTATIVE: J. GILLESPIE
INSTALLATION DATE 10/18/89
SURVEY 1 ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM MSL I NIA EL. N/ A STICKUP
GROUND TOP OF WEU CASING OR RlSER PIPE
SURFACE ELEVATION: 2275.89 EL 2278.39 DEPTH 2.5ft.
w Sandy Clay (CL) TYPE OF SURFACE SEAL Neat Cement Grout _J Neat <( 10.0 THICKNESS OF SURFACE SEAL 23.0 ft. u Cement (/) Grout 0 t-TYPE OF PROTECTIVE CASING NIA t-~ INSIDE DIAMETER Rill: 0 TOT Al LENGTH NIA z -(/)
_J
<( . BOTTOM OF PROTECTIVE CASING
UJ EL. NIA DEPTH NIA (/)
0 z
<( Sandy Slit (ML) 23.0 I:/ ~ TYPE OF WELL CASING OR RISER PIPE Black Steel _J ~ INSIDE DIAMETER 6 i/4 In. _J Bentonlte ~ IL ~ ~ t'L u <(
ai APPROXIMATE DIAMETER OF BOREHOLE 12 1/4 In. ui 26.5 z 0 E Sand Pack TOP OF WELL POINT 0 EL. 2245.62 DEPTH 30.27 ft. z
0 u TYPE OF WELLPOINT Stalnless Steel
_J SCREEN GAUGE OR SIZE OF OPENINGS 0.010 In.
0 INSIDE DIAMETER 6 1/4 In. (/) TYPE OF BACKFILL AROUND POINT FX-50 sand
UJ !::! a:
<( ::;; BOTTOM OF WELL POINT ::;; . 57.0 EL. 2220.62 DEPTH 55.27 ft . ::)
(/) Cuttings
BOTTOM OF BOREHOLE
• AGlJRES ABOVE REFER -EL 2216.39 DEPTH 59.5 ft. • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE
32.20 ft. 25.00 ft. 57.77 ft. ~A LENGTH OF CASINO + LENGTH OF SCREEN = TOTAL BENTONITE SEALS
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GROUND WATER MONITORING INSTALLATION DETAIL
JOBNO __ ~G~-~9~1~69e.._ ___ _ PROJECT: GROUND WATER CHARACTERIZATION
LOCATION: SWANNANOA, NORTH CAROLINA -------'------------------INSTALLATION NO -~D~TW~-~2__;_
CLIENT: CHEMTRONICS ---------------------TYPE OF INSTALLATION ___ _
CONTRACTOR: GRAVES WELL DRILLING INC.
TEST WELL (BEDROCK)
BORING NO. 3
DRILLER: J. HALL CERTIFICATION NO: 1060 NC ---''------------------LOCATION ACID PITS AREA --------SEC FIELD REPRESENTATIVE: --=J.,_. G=:l=.LL=:E=-=S"-P"'IE'---------
INSTALLATION DATE 10-20-89
SURVEY MSL DATUM _________ _ I~ TOP OF PROTECTIVE CASINO (CAP OPEN)
EL. N/A STICKUP -'-'N/"-A'---
TOP OF WELL CASINO OR RISER PIPE GROUND
SURFACE ELEVATION: 2364.71 r,◄J----EL. __ 2=:3:.:67:.:.:.:.2:.:1__;_STICKUP__;2::;•.a.5..a.ftaa.·---
Lean Clay (CL) w J
<( U 15.0 -----I en
0 I-
I-0
~
Sandy Lean
Clay (CL)
20.0
~ SIity Sand (SM)
<(
W 25.0 en
C z <(
J J u:: :.::
(.)
<(
Sandy Clay (CL)
al 89.0
ui z
0
j:::
ci z
0 (.)
J
0 en
w !::! a:
<(
:E
:E :::> en
Bedrock
• FIGURES ABOVE REFER
TO DEPTH IN FEET
Neat
Cement
Grout
54.0
Benlonlte Seal
58.0
Sand Pack
89.5
Bentonlte Seal
90.5
Grout
95.17 ----+-J
Open Borehole
115.1
• ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
TYPE Of SURFACE SEAL
THICKNESS OF SURFACE SEAL
TYPE OF PROTECTIVE CASING
INSIDE DIAMETER
TOT AL LENGTH
BOTTOM OF PROTECTIVE CASING
Neat Cement Grout
54.0 ft.
NIA NIA
EL. __ Ni_A ___ DEPTH_-'-N"-1'-'A __ _
TYPE OF WELL CASING OR RISER PIPE Black Steel
INSIDE DIAMETER 6 1/4 In.
APPROXIMATE DIAMETER OF BOREHOLE 12 1/4 In.
TOP OF WELL POINT
EL._~2::;3:,:0;.:2"'.1'-'1 __ DEPTH_~6"-'2"".6"-"ft'-. __
TYPE OF WELLPOINT
SCREEN GAUGE OR SIZE OF OPENINGS
INSIDE DIAMETER
TYPE OF BACKFILL AROUND POINT
BOTTOM OF WELL POINT
Stainless Steel
0.020 In.
6 1/4 In.
Mone Sand #1
EL. 2276.54 DEPTH 88.17 ft.
Blank Casing Length 7.0 ft.
BOTTOM OF BOREHOLE
EL. 2249.61 DEPTH __ 1.,_1!.:5::_.1.,__,.,ft'-. __
--,-=6:,:5,:-:.1-::0:=ft-::.==-+ ---"'25,c,.,,_57:....uft~, --+ 26,93 ft, = __ 1.c..17c..c·c..6ccft.c... -
LENGTH OF CASINO LENGTH OF SCREEN LENGTH OF COREHOLE TOTAL BENTONITE SEALS ~ /2'.3
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I APPENDIXF
HANDWRITI'EN DOCUMENTATION •
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SITE MAPS
I AND
i I AS-BUILT DRAWINGS
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---_____ , ___________________________________
....;_ _______________________________________________ ,.
CHEMTRONICS SITE RE"i\1EDIATION
SW ANN,l~NOA, NOR"fH CAROI ... INA
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PENETRATION
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'"'~~~:max $JSt.:Oa&.½J eaz.44,0114 I 21 A 4.111¥.ll A441A>ii4R4@W!JC P Ji ,A441ZJ4J# il$3..iii ,,,, .ZU)UtdtiiiW I IU"t& ••• 4144_,_..,.. ___ -il"""-------------------------
Jt\TTALA LINING SYSTEMS,
PHONE
._.,-.. -., ,---.,, ., ,' ·-,
P.O. BOX 1138 K0SCIU~;K0. MS. :59090
601--289--1 f)~q
I NC.
' j,.-..
(v-PAN[L II)
ANCHOR
TRENCH
DISPOSAL AREA 9 --------· -

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OWNER
N.011;__!_;_ Syrnbol,, repn•s;;n1 location ,)r;ly, notactu::il size
NO T_E 2 . Anchc,r tr<-n(r, 1s 1 · \.'-1 x 3' [1
NOTLJ~ T1•,is revi,.i,,n c,or,t31ns the f,)flow1ng ch::i.nges
,A,(Jd•~d the fin:~ I drawir;q for the !',cld Fit
2 Expar,tJe•'1 the trench wl(!tr, to sr1•)Wa flat Yiew.
' The CA.R ti's that b"'91n with• denotes tr1ose repairs 1r1at W"r~ cap,:,,,,d.
Ct-lEMTRONICS POTENTIALLY RESPONSIBLE
PARTY (PRP) GROUP
Drawing Mo. AB-92 10
Drawn By C./1. PAYTON
ENGINEER SIRRINE ENVIRONMENTAL
CONSULTANTS
Checked E-1 SA_ CHEEK
Apprc,v,d ey
CANNONIE= ENVIRONMENTAL DBte I 0111219,2 Ii--~--·-----· ....... ,,... ............ -----ill
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